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45 W 6th St (vault) �s • .ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTINC- UNDER SLAB PLUMBING SLAB. /v -c3D �a -7 RAM 1NG 3 " 2-7 P,.IJ.4 INSUL . FINAL BUILDIN7 C^RTIFICATE OF 1CUPAN' ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL —/ MECHANICAL PERMIT PLUMBINil PERMIT NOTES : CI-Ty OF f^� �GOf�fic�e of Building Official REQUEST FOR INSPECTION,2 Permit No. tc -61 Date A.M. Time /�/., ReceiLocality ved , Job r ss Contractor MECHANICAL Owner's CLIMBING ❑ ELECTRICAL- Air Cond. & Name C NCRETE ❑ Ro 0 Heating 0 C Rough Wiring ❑ TOP Out ❑ Fire Place BUILDING 0 F ting G Temp Pole Sewer Pre Fab Framing 0 ab Final q.M. Re Roofing C Lintel INSPECTION Insulation READY FOR Friday Thurs. Wed. Tues. A.M. Mon. P.M. Final Inspection❑ Inspection Made Certificate of Occupancy ❑ Inspector (�L Date Henry Dean,Executive Director John R.Wehle,Assistant Executive Director POST OFFICE BOX 1429 PALATKA, FLORIDA 32178-1429 TELEPHONE 904.329.4500 SUNCOM 904.860.4500 TDD 904-329.4450 TDD SUNCOM 860.4450 WATER FAX(Executive)329.4125 (Legal) 329-4485 (Permitting)329-4315 (Administration/Finance)329.4508 MANAGEMENT (Planning and Acquisition) 329-4848 DISTRICT SERVICE CENTERS x'71 618 E.South Street 7775 Baymeadows Way PERMITTING: OPERATIONS: Orlando,Florida 32801 Suite 102 305 East Drive 2133 N.Wickham Road 407-897.4300 Jacksonville,Florida 32256 Melbourne,Florida 32904 Melbourne,Florida 32935.8109 TDD 407-897.5960 904.730.6270 401.984-4940 407-752.3100 TDD 904.448.7900 TDD 407-722.5368 TDD 407.752.3102 May 4, 1998 Mr. Gary Abbey Connelly&Wicker , Inc. 1711 South 5th Street Jacksonville Beach,FL 32250 RE: Mayport C&C Fisheries Bldg. @ W. 6th Street Dear Mr. Abbey: The District has reviewed your request dated April 9, 1998 and revised plan dated April 23, 1998 for a determination of the permitting requirements for the construction of a 3000 sq. ft. building, 1620 sq. ft. of concrete pavement, and uncompacted gravel parking area. This work does not require a permit from the St. Johns River Water Management District. This letter only applies to the requirements of the St. Johns River Water Management District and does not relieve you from meeting the requirements of other agencies or local governments. Please call me at (904) 730-6270 if you have any questions. Sincerely, David Miracle,P.E. Compliance Manager Jacksonville Service Center cc: Mike Cullum PDS - (NPR) DET-031-0781 Dan Roach, CHAIRMAN Kathy Chinoy, VICE CHAIRMAN James T. Swann, TREASURER Otis Mason, SECRETARY FERNANDINA BEACH PONTE VEDRA COCOA Patricia T. Harden ST.AUGUSTINE Reid Hughes William M. Segal Griffin A. Greene James H. Williams SAHFORD DAYTONA BEACH MAITLAND VERO BEACH OCALA PROFESSIONALS: ROBERT D.CONNELLY,P.E. ANDREW M.CUMMINGS,P.E. GREGORY H.GRAHAM,P.E. JOHN N.LEWIS.P.E. 041 WILLIAM H..MAHONEY,P.E. DUANE R.MERRELL.P.E. BARDIA NEZHATI,P.E. Connelly & Wicker Inc■ RICHARD C WELCH,P.E. MARVIN L.WICKER,P.E. Consulting Engineers May 7, 1998 Mr. Don Ford City of Atlantic Beach City Hall 800 Seminole Road Atlantic Beach, FL 32233 Re; West 6th Street Building CWI Project No. 9801-3 Dear Don: Enclosed please find four(4)copies of engineering and landscape plans for the above referenced site for your review and approval. Also included is a letter from the St. Johns River Water Management District exempting the work from storm water permit requirements. Please distribute the necessary copies to George Worley and Bob Kosoy. Feel free to call me if you have any questions. Sincerely; Gary A. Abbey Project Manager RECEIVrwr% ® GAA/plh cc: Atillio Cergueira MAY 8 1998 City of .Atlantic Beach Building and ZOning 1711 SOUTH 5TM STREET•JACKSONVILLE BEACH,FLORIDA 32250-4040.904/249-7995•FAX 904/241-1126 DESTIN,FLORIDA•CASHIERS,NORTH CAROLINA 4, >1 6/No�.4y,�i�'o %o%o��Q��rG sv,�z►��yob LOTS 6 AND 7, BLOCK 34, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. A: Lof 7, B/ock 35 Lof G, Wock 35 10f 5, 3/6ck35 Waod J>�4'Chain Link&/re q,11-i vE y` Fenre-- found /z"/ronPipe O (DC','ve 4608) OZ7'Ea51 4-ARO/v ROf,- Q I10,9 OC, �/'OO. W/ ' fence Overhm o.z' 5.0 fund yi-Iron Rad('AloOqDA6 c7 6L41v�ZG"4/r5p) Lha/nLinkFI -4T TR-E e-OK' n �of — a.z pl /5D.ac') '0.00') �l C'oncrc tc l\ Slab y I Frame Car �^ 'C C JCfd�/S N O s N o • � I CV I N� Qo v W G'WaopFence, date� �6 Chain Link Fencc7 l� x x Q Q h o 4' I \ x Plas/ic Fence I &--chmark-Found \1` Rock E GrSSS Parit/n9 ry01 245.00' 0 /DU/t�%z"/ronPr' /No/O) „e\\ Sefh"IronPi,oc . Top of Barb \1 ; !/VEST S/XTN �\ ��Vh) STREET p31i 50'R161-1r-OF-WAY `Zl eCEnfer/inc `\\ 1 foa�✓O p N^4r� A GPI-IA L T PA 1/c MENT' NOTE . RECEIVED BEARINGS ARE BASED ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF WEST 6TH STREET AS BEING N.69°48'00"W. BY PLAT. MAY 19 1998 NO BUILDING RESTRICTION LINE SHOWN ON PLAT, BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY City of Atlantic Beach BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY, Building and Zoning THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD MAPS REVISED 4/17/1989, COMMUNITY PANEL NO. 120075 0001 D. Ii 1 - Lie _. �-4 i..—N 1—a—,v n.-. A/a linnrv/i�nmN><ir I---LI 54 --li-3i 6 -\\7 ', 13 I �4 x � , ; 7 o WE j7 t > STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME SUMMARY PAGE 1 ------------- DATE 4/ 7/1998 TIME 14:32:52 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA FRAME TYPE IS TC GB SPAN (ft) 50.00 EAVE HEIGHT (ft) 22.00 ROOF SLOPE (ft) 1.00 BAY SPACING (ft) 22.50 GIRT DEPTH (in) 8.00 PURLIN DEPTH (in) 8.00 FLANGE YIELD (KSI) 50.00 WEB YIELD (KSI) 50.00 LIVE (SNOW) LOAD (psf) 12.00 SNOW LOAD (psf) .00 WIND LOAD (psf) 28.01 AUX DEAD LOAD (psf) .00 DEAD LOAD (psf) 2.77 RAFTER FLANGE BRACE LOCATIONS For design purposes the rafter was assumed braced at purlins (numbered from left sidewall): 1 2 4 COLUMN BRACING For design purposes the column was assumed braced at girts (numbered from floor line): Left sidewall: 3 4 5 Right sidewall: 3 4 5 "1 STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 1 ------------ DATE 4/ 7/1998 TIME 14:32:50 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ------------------------------------------------------------------------------------------------ STRESS ANALYSIS FOR MEMBERS: 1 - 2 LEFT EXTREMITY RIGHT EXTREMITY WEB --------------------------------------------- --------------------------------------------- ----- PT AXIAL STRESS BENDING STRESS STRESS AXIAL STRESS BENDING STRESS STRESS SHEAR NO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO RATIO (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 1.39 16.39 .00 30.00 .085 1.39 16.39 .00 17.61 .085 .267 2 -1.09 30.00 8.83 30.00 .258 -1.88 30.00 -8.20 30.00 .336 .221 3 -1.09 30.00 16.02 30.00 .498 -1.88 30.00 -15.77 30.00 .588 .200 4 -1.88 30.00 22.70 30.00 .694 -1.88 30.00 -22.70 30.00 .819 .183 5 -1.88 30.00 29.00 30.00 .904 -1.88 30.00 -29.00 30.00 1.029 .165 6 -1.30 30.00 18.86 30.00 .585 -1.30 30.00 -18.86 30.00 .672 .165 7 -1.30 30.00 22.81 30.00 .717 -1.30 30.00 -22.81 30.00 .804 .146 8 -1.30 30.00 26.29 30.00 .833 -1.30 30.00 -26.29 30.00 .920 .130 GEOMETRIC PROPERTIES FOR MEMBERS: 1 - 2 S E C T I O N D E S C R I P T I O N FULL SECTION PROPERTIES -------------------------------------------------------------- ------------------------------- P 0 I N T LEFT FLANGE RIGHT FLANGE W E B MOM OF SECTION MODULUS NO LOCATION WIDTH THK UNBR LGTH WIDTH THK UNBR LGTH THK HEIGHT S SPACE AREA INERTIA LEFT RIGHT (FT) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN2) (IN4) (IN3) (IN3) 1 .00 5.0 .375 88.0 5.0 .375 208.0 .134 10.00 248.0 5.1 112.2 20.87 20.87 2 3.24 5.0 .375 88.0 5.0 .375 208.0 .134 10.00 248.0 5.1 112.2 20.87 20.87 3 6.47 5.0 .375 88.0 5.0 .375 208.0 .134 10.00 248.0 5.1 112.2 20.87 20.87 4 9.71 5.0 .375 60.0 5.0 .375 208.0 .134 10.00 248.0 5.1 112.2 20.87 20.87 5 12.94 5.0 .375 60.0 5.0 .375 208.0 .134 10.00 248.0 5.1 112.2 20.87 20.87 6 12.96 6.0 .500 60.0 6.0 .500 208.0 .134 10.00 248.0 7.3 176.7 32.13 32.13 7 16.46 6.0 .500 60.0 6.0 .500 208.0 .134 10.00 248.0 7.3 176.7 32.13 32.13 8 19.95 6.0 .500 31.4 6.0 .500 31.4 .134 10.00 248.0 7.3 176.7 32.13 32.13 FLANGES WEB YIELD STRESSES (KSI) 50.0 50.0 STEEL BUILDING SYSTEMS, INC. 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BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 2 ------------ DATE 4/ 7/1998 TIME 14:32:50 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ------------------------------------------------------------------------------------------------- PROPERTIES FOR STRESS ANALYSIS FOR MEMBERS: 1 - 2 L E F T FLANGE RIGHT FLANGE PT --------------------------- --------------------------- NO CB L/RT LD/AF CB L/RT LD/AF KL/RX KL/RY CN F'E 1 1.750 64.510 504.533 1.750 152.478 1192.533 92.507 71.056 .850 17.450 2 1.750 64.510 504.533 1.750 152.478 1192.533 92.507 71.056 .850 17.450 3 1.750 64.510 504.533 1.750 152.478 1192.533 92.507 71.056 .850 17.450 4 1.000 43.984 344.000 1.750 152.478 1192.533 92.507 48.448 .850 17.450 5 1.000 43.984 344.000 1.750 152.478 1192.533 92.507 48.448 .850 17.450 6 1.000 35.912 220.000 1.750 124.495 762.667 88.491 38.325 .850 19.070 7 1.000 35.912 220.000 1.750 124.495 762.667 88.491 38.325 .850 19.070 8 1.000 18.800 115.170 1.000 18.800 115.170 88.491 20.063 .850 19.070 I q� STEEL BUILDING SYSTEMS, INC. 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BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 3 ------------ DATE 4/ 7/1998 TIME 14:32:50 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ------------------------------------------------------------------------------------------------- MEMBER FORCES FOR MEMBERS: 1 - 2 ABSOLUTE MOMENTS AND AXIAL FORCES POINTMAXIMUM --------------------------------------------------------------------------- NO LOCATION SHEAR MOMENT AXIAL MOMENT AXIAL MOMENT AXIAL MOMENT AXIAL (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) 1.OD+1.OL 1.OD+1.OW Cl 1.OD+I.OW C2 I.OD+I.OZ +Z 1.OD+1.OS 1.OD+ .5S+1.OW Cl 1.OD+ .5S+I.OW C2 1.OD+1.OS+ .5W Cl I.OD+I.OS+ .5W C2 1.OD+1.OS+1.OZ +Z 1 1 5.19 .00 7.08 .00 -9.57 .00 -5.54 .00 1.32 .00 1.33 .00 -9.57 .00 -5.54 .00 -4.29 .00 -2.27 .00 1.32 1 2 5.19 .00 7.08 .00 -5.07 .00 -1.04 .00 1.33 .00 1.33 .00 -5.07 .00 -1.04 .00 -2.04 .00 -.02 .00 1.33 2 1 4.30 5.85 7.08 -14.26 -9.57 -15.35 -5.54 1.09 1.32 1.10 1.33 -14.26 -9.57 -15.35 -5.54 -6.72 -4.29 -7.27 -2.27 1.09 1.32 2 2 4.30 5.85 7.08 5.53 -5.07 4.43 -1.04 1.10 1.33 1.10 1.33 5.53 -5.07 4.43 -1.04 3.18 -2.04 2.63 -.02 1.10 1.33 3 1 3.90 11.70 7.08 -27.42 -9.57 -27.85 -5.54 2.17 1.32 2.19 1.33 -27.42 -9.57 -27.85 -5.54 -12.89 -4.29 -13.11 -2.27 2.17 1.32 3 2 3.90 11.70 7.08 8.64 -5.07 8.20 -1.04 2.21 1.33 2.19 1.33 8.64 -5.07 8.20 -1.04 5.14 -2.04 4.92 -.02 2.21 1.33 4 1 3.56 17.55 7.08 -39.47 -9.57 -37.49 -5.54 3.26 1.32 3.29 1.33 -39.47 -9.57 -37.49 -5.54 -18.50 -4.29 -17.51 -2.27 3.26 1.32 4 2 3.56 17.55 7.08 9.33 -5.07 11.30 -1.04 3.31 1.33 3.29 1.33 9.33 -5.07 11.30 -1.04 5.90 -2.04 6.89 -.02 3.31 1.33 5 1 3.22 23.40 7.08 -50.43 -9.57 -44.27 -5.54 4.35 1.32 4.38 1.33 -50.43 -9.57 -44.27 -5.54 -23.57 -4.29 -20.49 -2.27 4.35 1.32 5 2 3.22 23.40 7.08 7.60 -5.07 13.75 -1.04 4.41 1.33 4.38 1.33 7.60 -5.07 13.75 -1.04 5.45 -2.04 8.52 -.02 4.41 1.33 6 1 3.21 23.43 7.08 -50.49 -9.57 -44.29 -5.54 4.35 1.32 4.39 1.33 -50.49 -9.57 -44.29 -5.54 -23.60 -4.29 / -20.50 -2.27 4.35 1.32 6 2 3.21 23.43 7.08 7.59 -5.07 13.76 -1.04 4.42 1.33 4.39 1.33 7.59 -5.07 13.76 -1.04 5.44 -2.04 8.53 -.02 4.42 1.33 r 7 1 2.85 29.74 7.08 -61.08 -9.57 -48.39 -5.54 5.53 1.32 5.57 1.33 -61.08 -9.57 -48.39 -5.54 -28.45 -4.29 -22.11 -2.27 5.53 1.32 J 7 2 2.85 29.74 7.08 2.99 -5.07 15.67 -1.04 5.61 1.33 5.57 1.33 2.99 -5.07 15.67 -1.04 3.58 -2.04 9.93 -.02 5.61 1.33 8 1 2.53 36.06 7.08 -70.39 -9.57 -49.14 -5.54 6.70 1.32 6.75 1.33 -70.39 -9.57 -49.14 -5.54 -32.67 -4.29 -22.04 -2.27 6.70 1.32 8 2 2.53 36.06 7.08 -4.44 -5.07 16.80 -1.04 6.80 1.33 6.75 1.33 -4.44 -5.07 16.80 -1.04 .31 -2.04 10.94 -.02 6.80 1.33 � 1 STEEL BUILDING SYSTEMS, INC. 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BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 4 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA -------------------------------------------------------------------------------------------------- STRESS ANALYSIS FOR MEMBERS: 3 - 4 LEFT EXTREMITY RIGHT EXTREMITY WEB --------------------------------------------- --------------------------------------------- ----- PT AXIAL STRESS BENDING STRESS STRESS AXIAL STRESS BENDING STRESS STRESS SHEAR NO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO RATIO (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 -.65 30.00 27.94 28.75 .949 -.65 30.00 -27.94 30.00 .954 .816 2 -.65 30.00 18.54 28.75 .622 -.65 30.00 -18.54 30.00 .640 .727 3 -.65 30.00 10.23 28.75 .333 -.65 30.00 -10.23 30.00 .363 .637 4 -.64 30.00 -10.53 30.00 .373 -.64 30.00 10.53 28.75 .344 .548 5 -.64 30.00 -10.55 30.00 .374 -.64 30.00 10.55 28.75 .345 .547 6 -.64 30.00 -14.36 30.00 .501 -.64 30.00 14.36 18.39 .759 .418 7 -.64 30.00 -16.79 30.00 .582 -.64 30.00 16.79 18.39 .890 .289 8 -.64 30.00 -16.80 30.00 .582 -.64 30.00 16.80 18.39 .891 .288 9 -.64 30.00 -17.66 30.00 .611 -.64 30.00 17.66 18.39 .938 .199 10 .38 23.41 17.59 28.75 .625 -.64 30.00 17.85 18.39 .948 .109 11 .37 25.03 17.85 28.75 .634 -.65 30.00 17.38 18.39 .922 .066 GEOMETRIC PROPERTIES FOR MEMBERS: 3 - 4 S E C T I O N D E S C R I P T I O N FULL SECTION PROPERTIES -------------------------------------------------------------- ------------------------------- P O I N T LEFT FLANGE RIGHT FLANGE W E B MOM OF SECTION MODULUS NO LOCATION WIDTH THK UNBR LGTH WIDTH THK UNBR LGTH THK HEIGHT S SPACE AREA INERTIA LEFT RIGHT (FT) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN2) (IN4) (IN3) (IN3) 1 .36 5.0 .250 47.7 5.0 .250 43.4 .134 18.00 288.7 4.9 273.5 29.57 29.57 2 3.02 5.0 .250 47.7 5.0 .250 43.4 .134 18.00 288.7 4.9 273.5 29.57 29.57 3 5.68 5.0 .250 60.0 5.0 .250 60.0 .134 18.00 288.7 4.9 273.5 29.57 29.57 4 8.35 5.0 .250 60.0 5.0 .250 60.0 .134 18.00 288.7 4.9 273.5 29.57 29.57 5 8.36 5.0 .250 60.0 5.0 .250 60.0 .134 18.00 288.7 4.9 273.5 29.57 29.57 6 12.21 5.0 .250 60.0 5.0 .250 120.0 .134 18.00 288.7 4.9 273.5 29.57 29.57 7 16.05 5.0 .250 60.0 5.0 .250 120.0 .134 18.00 288.7 4.9 273.5 29.57 29.57 8 16.07 5.0 .250 60.0 5.0 .250 120.0 .134 18.00 288.7 4.9 273.5 29.57 29.57 9 18.73 5.0 .250 60.0 5.0 .250 120.0 .134 18.00 288.7 4.9 273.5 29.57 29.57 10 21.40 5.0 .250 52.0 5.0 .250 120.0 .134 18.00 288.7 4.9 273.5 29.57 29.57 11 24.06 5.0 .250 9.0 5.0 .250 120.0 .134 18.00 288.7 4.9 273.5 29.57 29.57 FLANGES WEB YIELD STRESSES (KSI) 50.0 50.0 STEEL BUILDING SYSTEMS, INC. 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BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 5 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ------------------------------------------------------------------------------------------------ PROPERTIES FOR STRESS ANALYSIS FOR MEMBERS: 3 - 4 L E F T FLANGE RIGHT FLANGE PT --------------------------- --------------------------- NO CB L/RT LD/AF CB L/RT LD/AF KL/RX KL/RY CM F'E 1 1.100 38.013 706.033 1.100 34.613 642.876 38.728 42.208 .850 99.562 2 1.100 38.013 706.033 1.100 34.613 642.876 38.728 42.208 .850 99.562 3 1.000 47.810 888.000 1.000 47.810 888.000 38.728 58.301 .850 99.562 4 1.000 47.810 888.000 1.000 47.810 888.000 38.728 58.301 .850 99.562 5 1.000 47.810 888.000 1.000 47.810 888.000 38.728 58.301 .850 99.562 6 1.000 47.810 888.000 1.000 95.620 1776.000 38.728 58.301 .850 99.562 7 1.000 47.810 888.000 1.000 95.620 1776.000 38.728 58.301 .850 99.562 8 1.000 47.810 888.000 1.000 95.620 1776.000 38.728 58.301 .850 99.562 9 1.000 47.810 888.000 1.000 95.620 1776.000 38.728 58.301 .850 99.562 10 1.000 41.467 770.192 1.000 95.620 1776.000 38.728 50.566 .850 99.562 11 1.000 7.172 133.200 1.000 95.620 1776.000 38.728 8.745 .850 99.562 J �i STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 6 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ----------------------------------------------------------------------------------------------- MEMBER FORCES FOR MEMBERS: 3 - 4 ABSOLUTE MOMENTS AND AXIAL FORCES POINT MAXIMUM --------------------------------------------------------------------------- NO LOCATION SHEAR MOMENT AXIAL MOMENT AXIAL MOMENT AXIAL MOMENT AXIAL (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) (K-FT) (KIPS) 1.OD+1.OL 1.OD+1.OW Cl 1.OD+1.OW C2 1.OD+1.OZ +Z 1.OD+1.OS 1.OD+ .5S+1.OW Cl 1.OD+ .5S+1.OW C2 1.OD+1.OS+ .5W Cl 1.OD+1.OS+ .5W C2 1.OD+1.OS+1.OZ +Z 1 3 9.20 34.92 2.37 -68.85 -3.18 -46.92 .00 6.49 .45 6.54 .44 -68.85 -3.18 -46.92 .00 -31.98 -1.42 -21.01 .17 6.49 .45 1 4 9.20 34.92 2.37 -4.61 -3.10 17.30 .08 6.59 .45 6.54 .44 -4.61 -3.10 17.30 .08 .15 -1.38 11.11 .21 6.59 .45 2 3 8.19 17.83 2.31 -45.68 -3.19 -33.07 -.01 3.30 .43 3.34 .43 -45.68 -3.19 -33.07 -.01 -21.59 -1.43 -15.29 .16 3.30 .43 2 4 8.19 17.83 2.31 7.22 -3.11 19.81 .07 3.38 .43 3.34 .43 7.22 -3.11 19.81 .07 4.86 -1.39 11.16 .20 3.38 .43 3 3 7.18 2.83 2.24 -25.20 -3.20 -20.72 -.02 .49 .42 .53 .42 -25.20 -3.20 -20.72 -.02 -12.40 -1.44 -10.16 .15 .49 .42 3 4 7.18 2.83 2.24 17.40 -3.12 21.87 .06 .57 .42 .53 .42 17.40 -3.12 21.87 .06 8.90 -1.40 11.13 .19 .57 .42 4 3 6.17 -10.10 2.18 -7.41 -3.21 -9.87 -.03 -1.92 .41 -1.89 .41 -7.41 -3.21 -9.87 -.03 -4.42 -1.45 -5.64 .14 -1.92 .41 4 4 6.17 -10.10 2.18 25.94 -3.13 23.48 .05 -1.86 .41 -1.89 .41 25.94 -3.13 23.48 .05 12.26 -1.41 11.03 .18 -1.86 .41 5 3 6.17 -10.17 2.18 -7.30 -3.21 -9.80 -.03 -1.94 .41 -1.90 .41 -7.30 -3.21 -9.80 -.03 -4.37 -1.45 -5.62 .14 -1.94 .41 5 4 6.17 -10.17 2.18 25.99 -3.13 23.48 .05 -1.87 .41 -1.90 .41 25.99 -3.13 23.48 .05 12.28 -1.41 11.03 .18 -1.87 .41 6 3 4.71 -25.14 2.09 13.60 -3.22 3.21 -.04 -4.73 .39 -4.71 .39 13.60 -3.22 3.21 -.04 5.03 -1.46 -.16 .13 -4.73 .39 6 4 4.71 -25.14 2.09 35.39 -3.14 25.00 .04 -4.68 .39 -4.71 .39 35.39 -3.14 25.00 .04 15.93 -1.42 10.73 .17 -4.68 .39 7 3 3.25 -35.76 1.99 28.91 -3.23 13.11 -.05 -6.71 .38 v -6.70 .37 28.91 -3.23 13.11 -.05 11.94 -1.48 !� 4.04 .11 -6.71 .38 7 4 3.25 -35.76 1.99 41.37 -3.15 25.56 .03 -6.68 .38 -6.70 .37 41.37 -3.15 25.56 .03 18.18 -1.44 10.27 .15 -6.68 .38 8 3 3.25 -35.80 1.99 28.97 -3.23 13.14 -.05 -6.72 .38 -6.70 .37 28.97 -3.23 13.14 -.05 11.97 -1.48 4.06 .11 -6.72 .38 8 4 3.25 -35.80 1.99 41.39 -3.15 25.56 .03 -6.69 .38 -6.70 .37 41.39 -3.15 25.56 .03 18.18 -1.44 10.26 .15 -6.69 .38 9 3 2.24 -40.61 1.93 36.27 -3.24 18.16 -.06 -7.61 .36 -7.61 .36 36.27 -3.24 18.16 -.06 15.28 -1.49 6.23 .11 -7.61 .36 9 4 2.24 -40.61 1.93 43.51 -3.16 25.40 .02 -7.59 .36 -7.61 .36 43.51 -3.16 25.40 .02 18.91 -1.45 9.85 .15 -7.59 .36 10 3 1.23 -43.34 1.87 40.89 -3.25 21.69 -.07 -8.12 .35 -8.12 .35 40.89 -3.25 21.69 -.07 17.40 -1.50 7.80 .10 -8.12 .35 10 4 1.23 -43.34 1.87 43.99 -3.17 24.78 .01 -8.11 .35 -8.12 .35 43.99 -3.17 24.78 .01 18.95 -1.46 9.35 .14 -8.11 .35 11 3 .75 -43.99 1.80 42.82 -3.26 23.71 -.08 -8.23 .34 -8.24 .34 42.82 -3.26 23.71 -.08 18.32 -1.50 8.77 .09 -8.23 .34 11 4 .75 -43.99 1.80 42.82 -3.18 23.71 .00 -8.23 .34 -8.24 .34 42.82 -3.18 23.71 .00 18.32 -1.46 8.77 .13 -8.23 .34 STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 7 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ---------------------------------------------------------------------------------------------- FORCES ACTING ON SUPPORTS LOADING CONDITION ------------------------- ------------------------------------------- SUPPORT HORIZONTAL VERTICAL MOMENT NO D E S C R I P T I O N NO (KIPS) (KIPS) (K-FT) 1 I.OD+I.OL 1 -1.81 7.08 .00 1 I.OD+I.OL 2 1.81 7.08 .00 TOTAL FORCES ACTING .00 14.16 TOTAL FORCES APPLIED .00 14.16 2 1.OD+I.OW CI 1 4.58 -9.57 .00 2 I.OD+I.OW CI 2 2.08 -5.07 .00 TOTAL FORCES ACTING 6.66 -14.64 TOTAL FORCES APPLIED 6.66 -14.64 3 I.OD+I.OW C2 I 5.19 -5.54 .00 3 I.OD+I.OW C2 2 1.47 -1.04 .00 TOTAL FORCES ACTING 6.66 -6.58 TOTAL FORCES APPLIED 6.66 -6.58 4 I.OD+I.OZ +Z 1 -.34 1.32 .00 4 I.OD+I.OZ +Z 2 .34 1.33 .00 TOTAL FORCES ACTING .00 2.65 TOTAL FORCES APPLIED .00 2.65 5 I.OD+I.OS 1 -.34 1.33 .00 5 I.OD+I.OS 2 .34 1.33 .00 TOTAL FORCES ACTING .00 2.65 TOTAL FORCES APPLIED .00 2.65 6 I.OD+ .SS+I.OW Cl 1 4.58 -9.57 .00 6 1.OD+ .5S+1.OW Cl 2 2.08 -5.07 .00 TOTAL FORCES ACTING 6.66 -14.64 TOTAL FORCES APPLIED 6.66 -14.64 7 I.OD+ .SS+I.OW C2 1 5.19 -5.54 .00 7 I.OD+ .SS+I.OW C2 2 1.47 -1.04 .00 TOTAL FORCES ACTING 6.66 -6.58 TOTAL FORCES APPLIED 6.66 -6.58 8 I.OD+I.OS+ .5W Cl 1 2.16 -4.29 .00 ' 7 I I STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 8 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA -------------------------------------------------------------------------------------------------- FORCES ACTING ON SUPPORTS LOADING CONDITION ------------------------- ------------------------------------------- SUPPORT HORIZONTAL VERTICAL MOMENT NO D E S C R I P T I O N NO (KIPS) (KIPS) (K-FT) 8 1.OD+1.OS+ .5W Cl 2 1.17 -2.04 .00 TOTAL FORCES ACTING 3.33 -6.32 TOTAL FORCES APPLIED 3.33 -6.32 9 1.OD+1.OS+ .5W C2 1 2.47 -2.27 .00 9 1.OD+1.OS+ .5W C2 2 .86 -.02 .00 TOTAL FORCES ACTING 3.33 -2.29 TOTAL FORCES APPLIED 3.33 -2.29 10 1.OD+l.OS+1.OZ +Z 1 -.34 1.32 .00 10 1.OD+1.OS+1.OZ +Z 2 .34 1.33 .00 TOTAL FORCES ACTING .00 2.65 TOTAL FORCES APPLIED .00 2.65 s � STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 9 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ---------------------------------------------------------------------------------------------------- EXTERNAL MEMBER LOADS UNIFORMLY LOADING CONDITION DISTRIBUTED LOADS C O N C E N T R A T E D L 0 A D S ------------------------- MEMBER -------------------- -------------------------------------- NO D E S C R I P T I O N NUMBER VERTICAL HORIZONTAL LOCATION VERTICAL HORIZONTAL MOMENT (K/FT) (K/FT) (FT) (KIPS) (KIPS) (K-FT) 1 1.OD+1.OL 1 .000 .000 1 1.OD+l.OL 2 .000 .000 1 1.OD+1.OL 3 .295 .000 1 1.OD+1.OL 4 .295 .000 2 1.OD+1.OW Cl 1 .000 .105 2 I.OD+I.OW C1 2 .000 .231 2 I.OD+I.OW Cl 3 -.379 -.420 2 1.OD+1.OW C1 4 -.232 .273 3 I.OD+I.OW C2 1 .000 .273 3 1.OD+l.OW C2 2 .000 .063 3 1.OD+1.OW C2 3 -.211 -.252 3 1.OD+l.OW C2 4 -.064 .105 4 1.OD+1.OZ +Z 1 .000 .000 4 1.OD+1.OZ +Z 2 .000 .000 4 1.OD+1.OZ +Z 3 .055 .000 4 I.OD+I.OZ +Z 4 .055 .000 5 1.OD+1.OS 1 .000 .000 5 I.OD+I.OS 2 .000 .000 5 I.OD+I.OS 3 .055 .000 5 1.OD+1.OS 4 .055 .000 6 1.OD+ .5S+1.OW Cl 1 .000 .105 6 1.OD+ .5S+1.OW Cl 2 .000 .231 6 1.OD+ .5S+1.OW Cl 3 -.379 -.420 6 1.OD+ .5S+1.OW Cl 4 -.232 .273 7 1.OD+ .5S+1.OW C2 1 .000 .273 7 1.OD+ .5S+1.OW C2 2 .000 .063 7 1.OD+ .5S+1.OW C2 3 -.211 -.252 7 1.OD+ .5S+1.OW C2 4 -.064 .105 8 1.OD+1.OS+ .5W Cl 1 .000 .053 8 I.OD+I.OS+ .5W Cl 2 .000 .116 8 1.OD+1.OS+ .5W Cl 3 -.169 -.210 8 1.OD+1.OS+ .5W Cl 4 -.095 .137 9 I.OD+I.OS+ .5W C2 1 .000 .137 9 1.OD+1.OS+ .5W C2 2 .000 .032 9 1.OD+1.OS+ .5W C2 3 -.085 -.126 9 1.OD+1.OS+ .5W C2 4 -.011 .053 9�J ( 1 STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 10 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ------------------------------------------------------------------------------------------------- EXTERNAL MEMBER LOADS UNIFORMLY LOADING CONDITION DISTRIBUTED LOADS C O N C E N T R A T E D L 0 A D S ------------------------- MEMBER -------------------- -------------------------------------- NO D E S C R I P T I O N NUMBER VERTICAL HORIZONTAL LOCATION VERTICAL HORIZONTAL MOMENT (K/FT) (K/FT) (FT) (KIPS) (KIPS) (K-FT) 10 1.OD+1.OS+1.OZ +Z 1 .000 .000 10 1.OD+1.OS+1.OZ +Z 2 .000 .000 10 1.OD+1.OS+1.OZ +Z 3 .055 .000 10 1.OD+1.OS+1.OZ +Z 4 .055 .000 rr I l� STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 11 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA --------------------------------------------------------------------------------------------------- EXTERNAL JOINT LOADS LOADING CONDITION J O I N T L 0 A D -------------------------- JOINT ---------------------------- NO D E S C R I P I T I 0 N NUMBER VERTICAL HORIZONTAL MOMENT (KIPS) (KIPS) (K-FT) 4 1.OD+1.OZ +Z 3 .00 10 1.OD+1.OS+1.OZ +Z 3 .00 r� 1_ STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 12 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ----------------------------------------------------------------------------------------------- MEMBER END TRANSLATIONS LOADING CONDITION E N D T R A N S L A T I O N S ------------------------- --------------------------------------------- MEMBER NO D E S C R I P T I O N JOINT VERT HORZ JOINT VERT HORZ NO (IN) (IN) NO (IN) (IN) 1 1 I.OD+I.OL 1 .00 .00 3 -.01 -.15 1 2 1.OD+1.OW CI 1 .00 .00 3 .01 3.48 1 3 1.OD+1.OW C2 1 .00 .00 3 .01 3.42 1 4 I.OD+I.OZ +Z 1 .00 .00 3 .00 -.02 1 5 1.OD+1.OS 1 .00 .00 3 .00 -.03 1 6 I.OD+ .5S+l.OW Cl 1 .00 .00 3 .01 3.48 1 7 1.9D+ .5S+l.OW C2 1 .00 .00 3 .01 3.42 1 8 1.OD+1.OS+ .5W Cl 1 .00 .00 3 .01 1.73 1 9 1.OD+I.OS+ .5W C2 1 .00 .00 3 .00 1.70 1 10 1.OD+1.0S+1.OZ +Z 1 .00 .00 3 .00 -.02 2 1 I.OD+I.OL 2 .00 .00 4 -.01 .15 2 2 1.0D+1.0W Cl 2 .00 .00 4 .01 3.18 2 3 1.OD+1.OW C2 2 .00 .00 4 .00 3.24 2 4 I.OD+I.OZ +Z 2 .00 .00 4 .00 .03 2 5 I.OD+I.OS 2 .00 .00 4 .00 .03 2 6 1.9D+ .5S+1.0W Cl 2 .00 .00 4 .01 3.18 2 7 1.OD+ .5S+1.OW C2 2 .00 .00 4 .00 3.24 2 8 1.OD+1.OS+ .5W Cl 2 .00 .00 4 .00 1.60 2 9 I.OD+I.OS+ .5W C2 2 .00 .00 4 .00 1.63 2 10 1.OD+l.OS+I.OZ +Z 2 .00 .00 4 .00 .03 3 1 1.OD+1.OL 3 -.01 -.15 5 -1.94 .00 3 2 1.OD+1.OW Cl 3 .01 3.48 5 1.89 3.33 3 3 1.OD+1.OW C2 3 .01 3.42 5 1.07 3.33 3 4 1.OD+1.OZ +Z 3 .00 -.02 5 -.36 .00 3 5 I.OD+I.OS 3 .00 -.03 5 -.36 .00 3 6 1.OD+ .5S+l.OW Cl 3 .01 3.48 5 1.89 3.33 3 7 1.OD+ .5S+1.OW C2 3 .01 3.42 5 1.07 3.33 3 8 I.OD+I.OS+ .5W Cl 3 .01 1.73 5 .81 1.67 3 9 I.OD+I.OS+ .5W C2 3 .00 1.70 5 .40 1.66 3 10 1.0D+1.0S+1.0Z +Z 3 .00 -.02 5 -.36 .00 4 1 1.OD+l.OL 4 -.01 .15 5 -1.94 .00 4 2 1.0D+1.0W Cl 4 .01 3.18 5 1.89 3.33 4 3 1.OD+1.OW C2 4 .00 3.24 5 1.07 3.33 4 4 1.OD+1.OZ +Z 4 .00 .03 5 -.36 .00 4 5 1.OD+1.OS 4 .00 .03 5 -.36 .00 4 6 1.0D+ .5S+1.OW Cl 4 .01 3.18 5 1.89 3.33 STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 13 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ----------------------------------------------------------------------------------------------- MEMBER END TRANSLATIONS LOADING CONDITION E N D T R A N S L A T I O N S ------------------------- --------------------------------------------- NEMBER NO D E S C R I P T I O N JOINT VERT HORZ JOINT VERT HORZ NO (IN) (IN) NO (IN) (IN) 4 7 1.OD+ .5S+l.OW C2 4 .00 3.24 5 1.07 3.33 4 8 1.OD+1.OS+ .5W Cl 4 .00 1.60 5 .81 1.67 4 9 1.OD+1.OS+ .5W C2 4 .00 1.63 5 .40 1.66 4 10 I.OD+I.OS+I.OZ +Z 4 .00 .03 5 -.36 .00 MODULUS OF ELASTICITY (KSI) 29000.00 r RI STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 14 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ---------------------------------------------------------------- - MEMB FLANGE F L A N G E T H I C K FLANGE WIDTH TO THICKNESS FLG/WEB WEB NO THK/THK L E F T RIGHT L E F T RIGHT THICK WEB THICKNESS HT/THK MAX MIN MAX MIN MAX MAX MIN MAX MIN MIN MIN MAX MAX 1 2.5 .150 2.000 .150 2.000 41.000 8.000 41.000 8.000 .900 .100 .625 236.000 3 2.5 .150 2.000 .150 2.000 41.000 8.000 41.000 8.000 .900 .100 .625 236.000 STEEL BUILDING SYSTEMS, INC. • P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 15 ------------ DATE 4/ 7/1998 TIME 14:32:51 PROJECT: SBS 98-03-099 ATILLO CERQUEIRA ---- -------- ------------- MEMBER MEMBER TYPE NO. LENGTH WEIGHT (FT) (LB) 1 1 19.95 399. 2 19.95 399. 3 23.71 397. 4 23.71 397. SUBTOTAL 1592• HAUNCH 48. TOTAL 87.31 1639. DENSITY (LB/IN3) .2833 �l BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BE4CH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Q- a Building Contractor: Building Permit Number: � " - Address : (J � l'f" Legal Description: ( �J Improvements to the above described property have been completed in accordance w th the terms of the permit and is cer-ified to be ready for occupancy as Lowest Floor Elevation: , z 70 recuired as built � * * * * * * * 1 1P�1 BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Lire - Public Works �-/ � �' � � � 22� b 6,0 Building trate of mccupancuI otu of ,�tlttnti� +,�ett�l� — J�lortatt �E ttl` I1�E11 Df TWOtl�� J1���1ECttDYI ements of Section 103.8 of the Southern Standard This Certificate issued pursuant to the requ>r compliance with the Building Code certifying that at the time of issuance this structure was in various ordinances regulating building construction or use Forte following. Commercial Bldg.Permit No. 16654 Use Classification Fire District Group ig_—etaZ Type Construction1��— Owner of BuildingAti11i0 Cerauetro Address I Atlantic Beach, FL 322 ing Address 45 W. 6th Street Locality DON C. FORD By. Date: Building Offici 1 POST IN A CONSPICUOUS PLACE CITY OF Office of Building Official REQUEST FOR INSPECTION Date r / — Permit No. Time A.M. Received P.M. Jo A ress p0—t � Locality � + Owner's 1/�t{/�1f Name ontra G LECTRICA LUM IN G CHANICAL Framing Cing Elng Rou ❑ Air nd. & Re Roofing ElSlaFo,b ❑ Temp Pole ❑ Top Out ❑ Heating Insulation C Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. �j Wed. Thurs. Friday P.M. /C A. Inspection Made P.M. Final nspection ❑ Inspector Certif ate of Occupancy ❑ (.�Y Dat //CITY OF /3 TY�L �-"tLQ�I�Q.fs Office of Building Official EOUEST FOR INSPECTION Date I / (p �! J-r(�/ Permit No. Time A.M. Received � RM. LU cali J ldress �r Owner's Name Contractor BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ ooting ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M.P.M. Inspection Made f P.M. Inspector t mal Inspection ❑ /P Certificate of Occupanc V \ a Date /� CI OF jq&za C e 4CA- Offi of Building•Affi I � 2,/ R EST FOR IN ECTION b g Date l Permit No. Time A.M. Received g /� / j P.M. J!✓ (JF/ 4O ( p Job Address Locality Owner's Contractor Name BUILDING CONCRETE �ELECTRICAL PLUM ING ANI ❑ Rou h ❑ Air on ing ❑ Footing ❑ g ❑ Heating Re Roofing ❑ Slab 171 Temp Pole F1 Top Out Fire Place ❑ Insulation ❑ Lintel ❑ Final ❑ Sewer Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Frid A.M. Inspection Made Final Inspection Inspector ^ ` rtificate of ccupancy Date !�►'i J 77 F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01.1trit-firatt of Mccupancu (situ of Atlantic leac4 — Nloriba Department of +Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Commercial Bldg. Permit No. 16654 Group metal Type Construction new Fire District Atlantic, Reach Owner of BuildingAt111io Cerqueiro Address '36 W 6th Street B irg Address 45 W. 6th Street Locality Atlantic Beach FL 32233 JL,�_ By: DON Q. FORD Building Offici I Date: / E " S 11 POST IN A CONSPICUOUS PLACE (ItErtiftrttte of Mrruvanru Tito of Atlantic +i3e# — Nloriba 'Departmrnt of "Builbing Inspettinri This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Commercial Bldg. Permit No. 16654 Group metal Type Construction nPW Fire District Atlantic Reach Owner of BuildingAtilllo Cerqueiro Address 36 W. 6th S r Bg Address 45 W. 6th Street Locality Atlantic Beach, FL 32233 7'r 3 By: DON C. FORD y� Building Offici I Date: / E " S - 9 L1 POST IN A CONSPICUOUS PLACE DATE : PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC_; AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 3`."'::02 THE FOLLOWING FINAL INSPECTION t S i HAVE BEEN ?MADE AND ARE SATISFACTORY : L � � l_-7l �z _ - -- ------------------- --------------------------- ------------- ----------------- ---------- ---. ------ -------------------------------------------------- ------ ------------------- ------------------------------ ----------------------------------- --------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDI G INSPECTION DIVISION cc : FILE CITY OF Feacl - �'6ud4 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5335 TELEPHONE)903) 237-5800 FkX 1904) 247-5805 NOTICE TO: Water Department FROM: Building Depai)rtment DATE: / b - s �yl Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address / Sincerely, G-�� l Building Department 3-30-1995 S:SSAM FROM P- 1 MAP SHOWING SURVEY OF LOTS 6 ANf) 7, SLOI.r' .34, ':,U" 'ION ..H.. Ali F.NTIC P(•A(,H, A', RE CORTAO IN PLAT ©r)OK IF, F'A1.;E 34 Fn THE CORRE.NT PUPI.IC REC[)?pS Uf DUVAI- i:,p11Nt`r, i'ti)kICIn BL 1 / BLOCK „2 69-48,800" I[ r r o 61� Q 00.([ryk rENI Q (11.9) c ni TO.p• F ( LOT w FOuND 1/2" V BLOCK 73 ,QO z �` IRON fllf t ry r� i UT 7 [1�_ 9„9. I. B Np 6645 .., RIOCK 34 t C.0NC1iETF SLAB FINIS)4E.D FLf VAPON CONCRETE UOUNDAT10N^12?0. � t NUMBER 45 Ory o. LOT f e BLOCK 54 LOT 7) SO p. $ BLOCr: 34 N FOUND 1/2” CONCRETE DRIVEWAY � IRON PIPE L; NO IDENTIFICATION (Sq pD,) f �J nt N 69.46, + 00 Opp FOUND4 COQ IRON PIPE Cs C) ��h �' L EI No 6645 t h o �J Q . I00 vo NOTES: A THIS IS A FOUNDATION AND LIMITED TOPOGRAPHIC y�-Q SURVEY. BEARINGS ARE BASED ON 1HE NORTHERLY RIGHT OF WAY LINE OF WEST 6th STREET. SAID BEARING BEING N. 69'48.00" W. BENCHMARK IS RAILROAD SPIKE IN THE 'FEST SIDE OF WOODEN'POWER POLE IN THE NORTHEAST INTERSECTION OF ORCHID STREET AND WEST 6th STREET. BENCHMARK IS POSTED AT FLEVATION 10 7e. TOPOGRAPHIC ELEVATIONS ARE SHOWN AS (00.0). AND ARE 1929 (N.G.v.D.) THERE ARE NO BUILDING RESTRICTION LINES BY PLAT THIS SURVF;1' WAS MADE FOR THE BENEFIT OF Twf PRAPFRTY RHTIWN HFRFON APPEARS TO LIE IN AoruIn rrQAI IPPIA- cnl liwTRI ICT RANK- AN() I; w W l00"ZO L M"( • _ � 0 0°o o° 000 0 0 0 ° a o 0 00 0 00 000 0 0 0°0°o o° °.,�o o,,a`o.° I000 0000 0000 0000 op00 0000 o0000000 0000 000 -Goo 0 0 o0D o GOAD o q uo G slO 000000000000000 0400 00Qc00C0GC0 O0 � 000C � C °J c o0 o ep0o 000 OOc00o00000 W" poo 0000 0000 0000 00000000 0 00 0 pQo 0 00 o 00 0 00 0 C0 q Oc O G0 0 00 0 0 0 0 O n Z I 0000000 0 0 0 0 0 0 0 0 Oo0 0000000 400 Oo0 Ooh 0,000 �0 304 00-3 00006Ooo00pO'00, W 0 000 0000o0oo0ooUoo.0o0GoOGo04 GO 00 GO OO G LL 0 0 op o OOOO opo°,0600 0000° 0q a 0 0 0 ° 0 o Q G°C c'o o Oo O}o G Oo A no 0 0 O o 0 C 0 0 0 0 0 0 0 0 0 0 Oo 0 uop000p00opD°00oocpoo0poc° p Y oOooUop0oo000000000 ')0o0 o0�00° C O 00 O O G O J 0 G 0_G5�0 Z c0 GOo0C;00Co00o0v° Ovc .;v p o 0000 0000 0000 0000 0000 00 0 o ,o 0 0 o O D 0000e00000aoo ocoGOooGooeoaooGOGoco O o 0 000 o 0 oofl 0a0op000j00op00oc, 'D J � W C,00 o0oQ0o 000000000o04CO0o00o0� 01 0 Z0 0 oo00p00o0O0po°ppp000oop000 o 0 o 0. 400Oo0Oc0OvG�JoOcJcp4. >� OO 0 0 0 O O O G O 0 0 0 0 0 0 0 0 000 OoC 0 0°°0°°cpo0 oOO 000°coo° z >� o00 q0 0-0 004 V7 apoo0000 a p 000o00 Q 000000000 O `•? ., C 0 O C r, = OU 0 0000oop0o0 O 0000 0 p o0 °00 Cop X00 0 0 0 0 0 0 0 0 0 0 0 r�p Q� ov , mzo 0000 0O 0 0 000 IG �Oo00o0 OOG 0°COWr Grpooep 0: opo°or:=c WOQ 00,0000° ° o U°q UoO 0C o O DOG 0 0 0 0 G tp LL'UO_ 0 opo°op0o 000o 0 0o 0 0 e0,0000060 0000000000400000 40000" 0000 0 ov { 0 Oo 0 0 0 0 0 0 00 opo D ar..0000opDO G. 0 000o00o00000 00 0 0 0 0 0 0'r 0 000000o0000000c,o0o O c o00o0v000O o 000000000000 0 lz 13 0 O 0 O O O 0 O 000 Oo0 000 000 Oo0 000 Oo0 0000 00 000 0 °Op�0°n_OoQ Qaup'co O 00000 000 000 00�o000o0o00000000o00000oa0;o0n C• 0 0 0 ° 0 0 Oo0 0-0 00 0 0 0000 0000 opO°OpOO 0000°p0c° 0 0 °°C °o Oo 0 Oo 0 0 0 0 q 0 O O G O O'0 0 0 O O O G O Oo0 G G 0 °000 0`0p°por ,CoO 0 0 000000000 000 0 O.CO C , 000 COO( 0 OoG 000 0G 000 0000 °00000 000 O O 0°O 0 0 0 000 OOG OGO Opor)- 0000' 0 v 001) nc fl C p oo� oop)o cooO o o�c 0 Oo0Ooo000Oo00 00 G 0 G c G 0 00°G 0000 �0 000 0000 00 000 000 O OOG 000 000 0000000, 0OGCO,OGOo? OC 000-0 0r 0� 0`n'Ic e n , 0 0^0 0 00 000 0 ' )o 00000000000o00000000o000G0o0L0D �_O J�p0�0ri 13 Qv O OOC 0 000,0000 0000 0000 0000 000o o00o o00o cpoo opoo 0 0 0 0 0 00 CO ° 000 00 00 GO GO O0 OG 0�. 00000p0.Q0pc0c� o1`="'' 0000 0 00�o0Oa0000OcGOcGOcGOo00 0 0 pOC o0fl0oopOoopo°ep0p00oc00oc0000a�OcoOoOGp`00D00v0o00 0 ,^c 0 0 0 0 1�ti,0000 0007 o^o_°;. I ,00'ZZ �IF 9 10l o. �J c� iol -p co O .0 �_.... cc 0 CO 'a O CO N t N • LO .0 Z. 2 d [ ,) CD u. ) W ( N =I IZZ - O H c w E � o 00 L` 1 O0 J a? v cc 1 W 0 0 o • *- LLJ V) U h •C (d W LL- LL- U) L '^ O m J Q O ¢ Q Cd O � CM ® p Lij O L.L_ Z — — — �o ,00 09 O � o as 1 a> n z c, Y ZW z0 I ►— m _Z o– irz I Cr LL c 0 O W N \ Z �W I-- < O QaQ Q O Q m LLJ �C) U j� z� I N O d E oo I O L — — — 33N33 Mit330N- V GC=x —x x x x --- Y -- CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P M on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 2. r -- ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITIO (f); �v ( 1� C,�nJ 13 I 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements \Mth dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location; DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11 . INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: �r e7 5�i APPLICANT SIGNAT RE DATE OWNERS SI ATURIt DATE APPROVED : Y'n_ TREE CONSERVATION BOARD CHAIRMAN DATE PROPERTY DESCRIPTION LotBlock 4 RECEIVE c� f �. �..ctzon � Subdivision: 0 %00 E I W 19 1498 Street Name 9 199FSCR.IPTION OF z Atlantic Beach or Address: MgU (If in a FLOOD HAZARD Building and Zoning Flood Zone: area complete [01y dt Atlantic Beach Building and ZCgiOgf Description .3 clo 5 i= ���7.�� 71<%J�; Class of Work: (New/ Remodel/Addition: ZONING INEORMATION Type of Construction: Zoning Proposed District: Use: Estimated Value $'Xs' j.� Exceptions or Variances 'Xs' a`j Z''l. Materials: Granted: 1 ° ° ° n M[DIi.d or Filled ;f/�� ound:. Date: �7 _ Method of Heating: OW= INFRTIONT Atlantic Bea ire Marshal Property Owner: Phone: Mailing Address _77Z•-7_, iC �c c/✓y >�L, Zip: 3� 7 CONTRACTOR 1 MMIATION Contractor: 14191, //p6e=- C,�Oc!�t ?it/c Phone: (re;� I7 Mailing Address: 5 � rZJ 57-- TI)c,Cra!ywm.- 7C// Zip: Expiration STATE LICENSE NO: (`i G ? Z ULf Date- 31- e I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TRIS 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 PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORT NG DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature L fd �� DATE / Contractor Signature j, 1 DATE SWORN TO AND SUBSCRIBED BEFORE ME BY / / � �/ JILL THIS /, DAY OF 199f. CATHERINE L.CERQUEIRA tis°F°�o Notary Public,State of Florida NOTARY PUBLIC f o"maconded By S:-ice Inc. Corp,CSion tdo.CC 365576 tf ommisslon F.xp;res 4119198 ( er,onally K^^wn( )Othw I.D- PSR-3844 16726 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORMATION --- ___ _ _._ _ LOCATION INFORMATION --- --- - rmit Number : 16726 A dress • 45 SIXTH STREET WEST Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 3223' ass of Work:ALTERATTON --______... LEGAL DESCRIPTION --------- .�nstr. Type:METAL Block: 34 Lot : 6 & 7 Twp: 0 roposed Use:COMMERCIAL Section: 0 Subd: Rna: Dwellings : 0 Subdivision: SECTION H Est . Value: 0 . 00 '--prov . Cost : 0 . 00 Total Fees : 29. 00 mnitnt. Paid : 49. 00 Paid : 6/26/1998 A Desi : TNSTALL PLUMBING OWNER INFORMATION APPLICATION FEES __-------- ame : ATILLIO CERQUEIRO PERMIT 29 ren ` ddr : 36 W , 6TH STREET ATLANTIC BEACH . FLORIDA 32'?,-1-1 hone: ', 9041146-118 - -- CONTRACTOR INFORMATItON Jame : STEED PLUMBING ddr ,: 1.601 MAIN STREET ATLANTIC BEACH FLORIDA 32.233 Lir , CFC037196 Exp , yr : 4 NOTES: 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 MECHANICS' 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. $29.0014 CHECKS 6156bJid 1589 ATLANTI EACH BUIL INGARTM T 98180883221988 : BY CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:_ OWNER OF PROPERTY: PLUMBING CONTRACTOR: �1 A C4 �� CONTRACTOR' S ADDRESS: STATE LICENSE NUMBER: r �15���`IL TELEPHONE: p� y /`s�4 HOW MAN OF THE FOLLOWING FIXTURES INSTALLED _SINKS SHOWERS WATER HEATERS LAVATORIES I i BATH TUBS DISHWASHERS _URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS i OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: � I SIGNATURE OF CONTRACTOR: i i ------------------- ------------------------------------------------- i INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR I TO COVERING UP - (904) 247-5834. I CITY OF ATLANTIC BEACH, FLORIDA /310 4�4f1v_ Approv*dby APPLICATION FOR ELECTRICAL PERMIT r 1 TO THE CIIIEF ELECTRICAL INSPECTOR: DATE:__7�� �j 19 e 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 IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 13rob ELECTRICAL FIRM:: MASTER LEC(TR11C'IA SIGNATURE JOURNEYMANNAME-_A&_.t l6) C�Af ADDRESS:_`S V"&5�_ o4-1'4 S4. RFD BOX BLDG.SIZE BETWEEN: RES. ( ) APT. ( ) COMM PUBLIC ( ► INDUS. ( ► NEW ( ) OLD ( ) REW. ( ► ADDITION ( ) TRAILER ( ► TEMP. ( ) SIGNS 1 ) SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE 9-Sb MUI'1 AMPS C -00 COPPER _1 ALUM. _ SWITCH OR BREAKER 00 AMPS ` PH � W VOLT � � RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. /mm SIZE LIGHTING OUTLETS `D CONCEALED OPEN ` l/ TOTAL RECEPTACLES CONCEALED OPEN TOTAL aE 31.100 AMPS. SWITC INCAN FLUORFIX ovEnAPPLIABELL TRANSF. AIR ti.P. RATING CONDITIONINGR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS N.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PNS MISCELLANEOUS - TRANSFORMERS: UNDER 600 V. OVER 600 V. TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address FSA- ec:�eY:c�:�:�:txc:��s e�:cc:�aex peraus; c. Please update your records accordingly. UIL ING CLERK CITY OF ATLANTIC BEACH /vcb nn ��CITY OF Office of Building Official /� •7� REQUEST FOR INSPECTION Date �I � � � Permit No. Time A.M. Received PM Address Locality Owner' Name Contract r BUILDING CONCRETE RICAL PLUMBIN MECHANICAL Framing Footing ❑ Rough XE1 Air Cond. & ❑Re Roofing Slab ❑ Temp Pole Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Fire Place ❑ READY INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday GD- A.M. Inspection Made PM Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date (y�?i Office O Buil in icial P/ b REQUEST INSPECTION Permit No. Date 000 A.M. Time PM. Received ,5 (/(/" Lo ity Jo ddress Owner's Co tractor Name P�gry�,— MECHANICAL CONCRETE ELECTRICAL Air Cond. & ❑ ❑ Rough Wiring Rough Heating Footing 0 Temp Pole C Top Out Fire Place le;;Oof�ing� 11 Final Slab ❑ Sewer Pre Fab Insulation Lintel READY FOR INSPECTION A.M. Wed. CA Friday Tues. Mon. 'g � '7 P.M. Inspection Made Final Inspection F-- Inspector Inspector Certificate of Occupancy ❑ Date PSR-3844 16654 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORMATION __._._._ ---- LOCATION INFORMATION rmit Numi�r : 15554 I, ^s : 45 SIXTH STREET WEST Permit Tvpe: COMMERCIAL! ATLANTIC BEACH . FLORIDA 32233 ass of Work :NEW _ --_ LEGAL DESCRIPTION ---- ---- -_- onstr . Type METAL Black-. 34 Lot : 6 & 7 Twp` I rection : Subd: Rncr , y-o�osed Use:r"QMMERr., AL Dwellings : 0 "!I-J,bdivision: SECTION H Est . Value: 0 .00 -mprov . Cost ` 125 , 000 .00 Total Fees : 5 . 667 . 50 Amount Paid: jjjX-X& 5,667,50 > i 9116/1998 AEW 3040 firs , T . PRE-ENGINEE4 METAL BUILDIN+, PER PLANS OWNER IVF. R.MiTI414 APPLICATION FEES ------ ATILLIO CER UEIR0 ERMIT 302 . 50 �-�dr : 36 W . 5TH STREET ATER IMPA,-T' FEE �?0 -00 ATLANTIS" BEACH . FLORIDA 322331 ,EWER IMPA�yT FEE 2 . 520 .0'' .one t; Q04? 24 - 11 3WATER METER/TAP 95.C, .. ADON ?,AS-H .R. S . 14 . 25 CONTRACTOR INFORMATION _ _. __ .. CAB 5% 0 . 75 RADON ame : VANTAGE GROUP . INC . "'APITAL IMPROVE . 325 .00 ddr : 1482 SOUTH THIRD STREET EWER TAP 0 .00 JACKSONVILLE BEACH , FL 32250 ::ROSS CONNECTION 35 .04 Lic : CGCO22042 Exp : 1 EC H IMPACT FEE 50'0 500 .ype k 1 "ONST . SURCHARGE 1? 5 'CHARGE/ATL .BCT. d } NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 1 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 MECHANICS' 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. Total Payopnt ATLANTIC BEACH BUILDINTEPARTMENT By: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address e-I f (9 S Date S - �) 77- - 1� t/ Heated Sauare Footage @ $ per sq ft = S A \ Garage/Shed om $ per sq per sq ft = S Carport/PorchPatio t0j \ @ S per sq it = S o TOTAL VALUATION : Tota�aluation 1st $ U D 7'S,6 O Remaii ing Value S3. per thousand or portion thereof TOTAL BUILDING FEE $ .5-3S + 1/2 Filing Fee $ -12 O ( 0) Fireplaces @ $15 . 00 S —a BUILDING PERMIT FEE S WATER IMPACT FEE $ SEWER IMPACT FEE $ sAp uz WATER METER/TAP $ PE; CAPITAL IMPROVEMENT SEWER TAP $— � RADON (HRS) . 0050 S SECTION H PAVING ( /001) $ l arm Oa HYDRAULIC SHARES CROSS CONNECTION $ Y06 (j SURCHARGE . 0050 $ ' OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechan al Plumbing Electric/New Electric/Temp Septic Tank ; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : �,�tP 5h'orY/fir�v�o�Ry,4Nv io�o��.�rP�r� s�,�z��yo� LOTS 6 AND 7, BLOCK 34, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Lof 7, (Mock 95 I Lat G, L3/ock 35 Lof 5, 310tk35 a0 GYouo 4'ebalh bnk Felxr 0,/1- Faze found 1/2""/rz�nPioc Dro CGvc 4GOA) V' (0.27'East 0 i.QoN R��� G1 �j� a.3' fband 6"I-on Rod(/1/o/O 19 6✓C '`� oO �' i OO• W - Fcncc Overline /$E��2"/rpn�of 2.; � oT TPuE coei"¢R &'chair Link Frnce f 0.2•\�O\ - (50.q�'J It I /SO.00'I �ti�l Concrete \^ h p Slab I Frame Comer Q) I0 s v N � o � I o v N a .. o Q Q qj O c � O y W G'lvood Fence, date 6 C/i,in Link Fence? x _ x P/astir Feix'e .�:hmark-Found � �eOP PDX. L/NE 6Q.� a/ n;!"pak ' F_lev./3./4 ' Roc/< E Grsss C� '�0 '245.ao' 150.oo'J r".00) --- O�tfu�'%z"/rnnPpe(No/DJ � � Set z"/ronPipe-� • `�\' �, N.�9°4$lb 1N /DD.v0 FLA. 1967 LAWS {�� RAMCO FORM 400 FS 717.17 s Book 89;O pg 1930 ON1IN f rr of Q �rx�t�xt�rt�r�errt�extf 1F11[►A11t IN DU►LICA701 to full= it utaU ruurrrm The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property........ .........( .: 6.. ...... In .............................................................................................................................................................................................._.....................I.......................... t- W ..................................................................................................................................................................................................._...............:........................... f� Z z* General description of improvements..••....4/Q-2u.....13P N ..:... .... LU O �7.N(' .....( / r .....s�l�.-.... 1.i!�t�! .41 ::. L. /.. ...................................................................__........................................... en = . ................................................................................................................................................................................................................................................ Owner....... 1./..�C�/...1�....<<: 2. .i~t�: . .v..................................................................................................................................................... Address.....a`2LP......C.G1....... ... .. ....... %. r �!./../..0.... 4? .1 .......... .:......_ .. 32Z.._33..............._............. Owner's interest in site of the improvement................................................................................................................................................... Fee Simple Title holder (if other than ower) Name............. ��.G.!v ..l.. .t�.::�.1........�. ���. Address.......IlL.......2�1/i��. CI C..4: ......1J.4.. :.. .1.. ...........+1.. C: Sc`.�.V�. S.. 1� ................................. t. Contractor.....(,alta."?6x ....�� ....................................................................................................................................... Address.....Nf< ................3.�?--. , .%..........: .0 �G�/v!<<�'....:C iT / 41.........,. L .. » ,...�.. _........... Surety (if any)............... .. :.............................................................................................................................................................................. Address.......................................................................................................................................................Amount of bond $................................ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name ................................................................................................................................................................................»................................................ Address............................................................................................................................................................................................................................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name ......................................................................................................................................................................................._................................... Address................................................................................................................._..............,..../,�.._......._.. . ............................................................... TREE PROTECTION PROPERTY LINE PRIVATE 1 PR TECTREETED 20.00' DBJHF�pL ORMORE — --- ----- --- -------- I 7.50' I PRIVATE PROTECTED TREE I 1 C, 1 PRIVATE PROTECTED TREE 0 PROPERTY 1 LINE It- 0 I I 0 p I DBH OF 20- OR MORE I w mcr � I � o0 PROPERTY (DBH OF 10- OR MORE IN PRIVATE LINE o I COMMERCIAL & INDUSTRIAL I PROTECTED = w 1 PROPERTY) TREE mol owl 1 7.50' I PRIVATE PROTECTED TREE i DBH OF 6 OR MORE 20.00' 0 PROPERTY LINE (\—J�� PROPERTY LINE SIDEWALK \ SIDEWALK PUBLIC PROTECTED TREE D B H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT—OF—WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER— CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, DPARTMENT OF AGRICULTURE, B. PUBLIC PROTECTED TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT—OF—WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO PROPERTY DESCR2PTION RECEIVED Lot # Bloch Sectio n # Subdivision: 1 EIVED MAY 19 1998 Street NameMAY 1 g_ 199 SC =TION OF ��f Atlantic Beach or Address: `lam Co. � '''`s/ . Buildingand Zoning (If in a FLOOD HAZARD Flood Zone: area complete mai" dt Atlantic Beach Building and ZG04Vf Description 3000 5-1; �/6-7,0C. 7/, ,/ Class of Work: (New/ Remodel/Addition: A/�--X,) ZONING INEM-DUTON Type of Construction: PR -CWGix/62n2 ,/q cti;W Zoning Proposed District: Use: Estimated Value $ f1.5�000. Exceptions or Variances Materials: Granted: Solid or Filled Ground•.. Roof: Methodof Heating: OWNER INFOF&M=ON Property- //-)Towner: '161 d C�c�1Z�r'/C1l%�O Phone: (��G�/J Z z/G- 11,3�n Mailing Address 16 60 6-T& 1q-1z 1 is Zip: 2 2 33 CONTRACTOR INFORMATION Contractor: ✓ r"Poo?, -ryc- • Phone:�goel) Mailing Addre s:_ 1,416Z5 :3 ,W 5'j TAC I(Xdal VI-C%,- `[�C!/. Zip.- Expiration STATE LICENSE NO: C G 2 Z 0Ll2- Date: J- 3/- j8 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 HERE114 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 PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORT NG DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature ! DATE S �� Contractor Signature DATE SWORN TO AND SUBSCRIBED BEFORE ME BY ✓u'lv' / THIS / I DAY OF 1991. ` CATHERINE L.CERQUEIRA OT P Notary Public,State of Florida NOTARY PUBLIC Bonded By SsrJce Inc. Com sion Nn.CC 305516 f,4 ommission Expires 4119166 ( ersonally Kn�,nn( )OdW I.D. CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER OE.NiAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE, WATER SUPPLY CHARGE ZS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET 1 �j NATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOU'ER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) n SHOWE3 STALL DOMESTIC (2) LAUNDRY TRAY (2) !�- LAVATORY (1) 2- COIN-BINATION SINK AND TRAY (3) HASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (I) KITC3SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) DID Ei URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) C0143INATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET ' DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (I/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS �- 1 $20.00 EACH $ �- c C .JOB INFORMATION u� L��S / (0 �'� S 7