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Home My WebLink AboutPLANS/ //\ Florida Adjustable Roof Systems _____ _ RECEIVED MAY 18 2019 ST. L-uele EelAtyt ��ffli14" The Brown Residence Aluminum Adjustable Awning 133 Dominion Cta Ft. Pierce, FL 34949 April 25, 2019 File:192815 REWIEWE�`IANCE CS DEOuc E Couwry 1:0- SCANNED BY St. Lucie County QDDE_STEFANO ENGINEERING GROUP, AL 341 Interstate BNd. Phone:(241) 371.1724 Sarasota Floddm'342t0 Feu: (941) 847.0870 Cartigoate ofAuthodzetlon Number 27383 www.DeStafenoEnginetring.com GENERAL DESIGN CR/TERM THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HERE ON HAS ALUMINUM SHALL BE A MINIMUM OF B063•TS UNLESS NOTED BEEN DESIGNED ACCORDING TO THE 20176TH EDITION OF THE OTHERWISE FLORIDA BUILDING CODE, ABCE 746, AND THE 2016 ALUMINUM DESIGN MANUAL FINISH COLOR TO BE SELECTED BYOWNER FROM MANUFACTURES STANDARD COLORS FOR STANDARD THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE FOLLOWING EXTRUSIONS SUPERIMPOSED LOADS. CONCRETE FASTENERS TO BE 410 STAINLESS STEEL TITANS AS ROOF DEAD: 2 PEP • SELF -WEIGHT MANUFACTURED BY SIMPSON STRONG TIES OR APPROVED ROOF LIVE: 12.112 PEP EQUAL WIND LOADS ON THE STRUCTURE HAVE BEEN CALCULATED IN ACCORDANCE WITH ASIDE 7.10 FOR THE FOLLOWING: BASIC WIND SPEED: 160 MPH IS SECOND OUST), RISKCATEGORY: 11, EXPOSURE CATEGORY: D, PAROALLY OPEN ROOF 30 PERCENT SOLID. ENCLOSURE CLASSIFICATION PER ASCE7-16. TABLE 20.13.1 (FOR 4-BIDED RECTANGULAR LOUVERED AWNINGS) LOAD COMBINATIONS: D+D.GW- 0.6Dt0.6W D+L DESIGN OF LOUVERED RIGID CANOPY 1SPER SECTION 3105.5.1 OF THE FBC, RIGID AWNINGS AND CANOPY SHUTTERS. LOUVERED BLADES SHALL BE REPOSITIONED TO THE VERTICAL OPEN POSITION DURING PERIODS OF HIGH MID VELOCITY. UNIT IS EQUIPPED WITH A WIND SENSOR WHICH WILL OPEN LOUVERS AT 46MPH. PER FED SECTION 'THIS RIGID AWNING MUST HAVE LOUVERED BLADES REPOSITIONED TO THE VERTICAL POSITION DURING A HURRICANE WARNING OR ALERT AS DESIGNATED BY THE U.S. WEATHER BUREAU (FED SECTION 3106.6.3).' AND BEAMS ARE INTENDED BY THESE DRAWIN09 AND SHALL BE FIELDVERIFIED, THE LOUVERED ROOFING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WGA ARCADIA LOUVERED ROOFING SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR WATERPROOFING ALL SMS SCREWS ARE 410 STAINLESS 012 X V SELF -TAPPING METAL SCREWS (SMS) TYPICAL UNLESS OTHERWISE NOTED, EXTRUDED STRUCTURAL TUBE OR PIPE: ALLOY SHALL BE BE 0001-T6, ONS-TS, 606S-T8. OR AS NOTED ON DRAWINGS AND CONFORMING TO ASTM 1342a. ENERAL_CONDR1G123 IF THERE ARE ANY DISCREPANCIES HEREIN CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK, THIS DESIGN DOES NOT CONSTITUTE THE ENGINEERING OF ANY OTHER STRUCTURES THAT ARE NOT SPECIFICALLY MENTIONED HEREIN. IF THERE ARE ANY DISCREPANCIES THEREIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK ALL WORK PREPARED BY DE STEFANO ENGINEERING GROUP, PL (DEG), IS THE PROPERTY OF DEG AND MAY ONLY BE USED FOR ITS INTENDED USE THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM. PREPARED BY DEG AND DEO'S CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY CONTRACTOR AS DESCRIBED RENAIN THE PROPERTY OF CEO, SAID WORK MAY NOT BE USED AT ANY OTHER LOCATION OR FOR ANY OTHER USE WITHOUT PRIOR WRITTEN AUTHORMOON. DEG WILL RAVE NO RESPONSIBILITY FOR THE CONTRACTORS, CLIENT'S OR OTHER ENTITIES; MEANS, METHODS, TECHNIQUES, AND PROCEDURES USED IN CONSTRUCTION, AND WILL NOT BE HELD LIABLEFOR THE CONTRACTORS INADEQUATE OR UNSATISFACTORY PERFORMANCE OF THE WORK IS THE RESPONSIBILITY OF THE MDETERMINE SUITABLE D METHODS OF E CONSTRUCTION, RCLUDING, BUT NOT LIMITED TO THE ADDITION OF NECESSARY SHORING, TIE DOWNS. TEMPORARY BRACING, ETC, 2, THE INFORMATION USED AND CONTAINED HEREIN 19 BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. DESTEFANO ENGINEERING GROUP, PL(CEO)HAS NOT MISIT THIS JOB SITE. DIMENSIONS INCONDITIONS 5ALLDE I FIELD VERIFIED. DEG ASSUMES NO RESPONSIBILITY OR LIABILITY IN ANY N WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS DEG SHALL BE NOTIFIED AND OMEN AN OPPANY INAUNITYTE RE-EVALUATE OURWORKUPON DISCOVERY 6, 81p p1 ANY INACCURATE WFO IONS. PN PRIOR TO MODIFICATION LL 'o EXISTING FIELD CLNDITIONB, FABRICATION, AND/OR INSTALLATION OF MATERIALS. •l 2XaXII9' BX8X1/a' "W2X3/16 &314=3116 161W-31 X118' BEAM POST ARCADIA ARCADIA CHANNEL 20.83285 18413280 CHANNEL CHANNEL 11.53265 6063-T82 8063-T62 6052.1132 8092•H32 6083•T82 B3 STRUCTURAL COMPONENTS Sf SCALE2'=/'-0' REVIEWE CODE COM ST. COMFIry B O1>//`aaC 1 V O m o �O D Ln u-u 59 Ca 0� �1 LOUVER S} SCALE: T• 1'-0' The Brown Residence 13J DGminlan O2. FL PINe�, FL 34a1a ADNI f0, Iota FIItHe7816 HOST STRUCTURE DOUBLE 2XB BEAM EXISTING CONCRETE SLAB SXB POST EXISTING 16X16' CMU COLUMN 4 SIIDETGAEE.�ELEVATION DOUBLE 2XS BEAM axe POST HOST STRUCTURE EXISTING CONCRETE SLAB EIMM N CMU COLUMN FRONT ELEVATION S2 SCALE: va•• r•M• HPLAN VIEW SCALE:IAI'•1-0• April 25,2G,B REVIEWED FOR CODE COMPLiANC,, ST. LUCIE COUNTY ®6]`,+ F Mix MO o ir I- tn d The Brown Residence 133 Dominion Ct. FL Plnes, FL 34010 April 10, 2019 Filo:102615 EXISTING WALL STUDS 318XB' WOOD LAO BOLT W/ 3-MIN. EMBED. AT EACH STUD TYP. 2X1 BEAM FBEAM TO WOOD FRAMED WALL I&9 SGLE.1-02' • 1 HOST STRUCTURE REFLECTED CEILING PLAN 53 SCALEVI'•1'-0' r., 6-314X19%3116' ARCADIACHANNFL (S) 014.24X1' SS EMS EACH SIDE OF CHANNEL &1/4X&1/4X1f1' PLATE E (1)12'X4'SS TREN ND BY SIMPSON APHI 25. 2019 REVIEWED r-oR DE COIWpLIANCE 2 POST BASE DL$!L LUCIE o S3 SCALE; 9'•1'-0' COONry E®CC M o �Q �o I— N 114 PLATE (B) 014X1' BE EMS EACH \ SIDE OF CHANNEL 311W ARCADIA CHANNEL (1)12)W SS TITEN HO BY SIMPSONFASTING g /• CONCRETE RETE SLAB i 0 Q C 4 POST BASE TO SLAB DETAIL 59 SCALE 1-14" fb' 1:61 �� p� e The Brown Residence 133 Dominion C1.[!Sj3 F1. Plume, FL 341% Apol 10, 201E F11,192615 MWn By; MFReWe"d BY. MD 1 � 1 BEAM M 014-24%1• i�•'•• SEAM 014TEKSCREWS ��'.;c(O...... 555M8 THRU BEAM INTO `I., DOUSES CORNER INSERTFSS%pNALE�G' 2XBBEAM (8) 014 TEK SCREWS EACHSIDE 'r aruunmm�nuoo•..` THRU BEAM CORNER U CHANNEL (3)014.24X1'S8 ACCESS INSERT EACH BEAM CORNERINSERT Ap6125, 2019 EMS EACH SIDE HOLES p)X14X1'SS \ BEAM B' SMS SPACED \ \ h AT 24. O.C. BEAM \ \ flay EVIE TOP VIEW , 'nEVIEW/E® FOIE S4 1 DOUBLE BEAM TO POST AT CORNER SCALE: 1-In'• V-6- PIVOT CAP 012XI• SB GIVE AT iT O.C. PIVOT TRACK TRACK PIN 6116- DIA. SE PIN INTERNAL GUTTER 2%B BEAM B7 LOUVER MOUNT CONNECTION 54 SCALE: 1-Vl•. 14)' TO CAPENOSTRUCTURE (4)014X3-1BXS- NOTCH BEAMnsa sSSM&OD DOABLE1- 2XB BEAM HOST LAGS �54 6 DOUBLE BEAM TO BEAM AT CORNER SCALE: 3•= V-V PDOUBLE BEAM SECTION S4 SCALE: 14n•• I'•0' .ON ALUM. PLATE 010 SMB BUTTON HEAD ® 24- O.C. r 2XB BEAM f 012 BB SMS 012•D.C. I ARCADIA GUTTER E-471 BOX BEAM SECTION, S4 J SCALE' 1•rn•. i d INTERNAL GUTTER BEAM (4)012.24XI' 1n' SS SMB TVP. U•CMANNEL DOUBLE 2%B BEAM M3 BOX BEAM TO DOUBLE BEAM S4 ECAeE }•tn'• 1'A• i CORNERINSERT BEAM ISOMETRICVIEW FCORNER ASSEMBLY 81 SCALE: 2'•1'0' LUCIE Cd SOCC GUTTER CORNER EDGE (2) 014 TEK SCREWS CORNER GUTTER CONNECTOR SEAM GUTTER CORNER GUTTER CORNER ---- BEAM •. .• GUTTER EDGE GUTTER GUTTER i EDGE GUTTER BEAM CORNER TOP VI2W CONNECTOR ISOMETRI r� i PAS WTTER BEAM i I II TO BEAMSAM XI2 598M9®IT O.C. GUTTER _-r-_- -r CORNER I j' CONNECTOR GUTTER CORNER EDGE GUTTER CORNER B1 GUTTER CORNER ASSEMBLY The Brown Residence S4 SCALE: I•In --- fW 133 Domlef0i Cf. FL Flame, FL 34040 April 10, 2019 FIU:182815 H- Ln W z I o . BOAT , LIFT Y p 4 a m I- o 2 BRICK of POOL DECK _z AD. s 33 ' • o W m \ �A S o Lo r �• COVERED /> 8 °' to BRICK o I PAVER ENTRY o - 16.29' z 2 >°° 233� LOT E BR I CK /S 33• PAT 10 M CO RESIDENCE _POICK R P` oR FINISH FLOOR ELEV - 7.66' MM N.G.V.D. 33 Ili- ADDRESS - 133 DOMINION COUI PERMIT No.24110681 Y Q I o _ 5 BU LI DING SET AB K LINE N FOUND co DRILL - HOLE N 82°29'16-W 65.00• CONCRETE SEAWALL F( DF BOAT H( H( 00 ' CANAL RIGHT OF WAY LIFT MAY 13 ?.019 ST. Lude Eou Florida Adjustable Roof Systems RECEIVED MAY 18 2019 t sr. L-de1e C99M%YF POfritong $�€ Copy V:WE The Brown. Residence Aluminum Adjustable Awning 133 Dominion CC Ft. Pierce, FL 34949 SCANNED BY April 25, 2019 St. Lucie County File:192815 QD DEESTENG F ANO OUP, PL 341 Interstate Blvd. Phone.(241) 371.1724 Semeots Florida 34240 Fax: (BH) 647.0870 CerfMaefe ofAuthoduflan Numhtr 27383 www.DeSfafancEnginearing.com GENERAL NOTES: DESIGN CRWERIA THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HERE ON HAS BEEN DESIGNED ACCORDING TO THE 2017 GTH EDITION OF THE FLORIDA BUILDING CODE, ASCE 7-16, AND THE 2016 ALUMINUM DESIGN MANUAL THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE FOLLOWING SUPERIMPOSED LOADS. ROOF DEAD: 2 POP +SELF -WEIGHT ROOF LIVE: 12.112 PSF AMISM. ALUMINUM SHALL BE A MINIMUM OF 6063-TS UNLESS NOTED OTHERWISE FINISH COLORTO BE SELECTED BYOWNER FROM MANUFACTURES STANDARD COLORS FOR STANDARD EXTRUSIONS. CONCRETE FASTENERS TO BE 410 STAINLESS STEEL TITANS AS MANUFACTURED BY SIMPSON STRONG TIES OR APPROVED EQUAL, WINO LOADS ON THE STRUCTURE HAVE BEEN CALCULATED IN ALL EMS SCREWS ARE 410 STAINLESS 012X 1' SELF -TAPPING ACCORDANCE WITH ASCE 7.16 FOR THE FOLLOWING: BASIC WIND METAL SCREWS (SMS) TYPICAL UNLESS OTHERWISE NOTED. SPEED: 160 MPH ISSECOND GUST), RISKCATEGORY: II, EXPOSURE EXTRUDED STRUCTURAL TUBE OR PIPE: ALLOY SHALL BE BE CATEGORY,D, PARRALLY OPEN ROOF 30 PERCENT SOLID, 8061-TO, 6005-TB, BOOS -TO. OR AS NOTED ON DRAWINGS AND ENCLOSURE CLASSIFICATION PER ASCE 7-1S, TABLE 20.13.1(FOR CONFORMING TO ASTM 8429. 4-SIDED RECTANGULAR LOUVERED AWNINGS) LOAD COMBINATIONS: D+O.BW' O.6DW,SW O+L DESIGN OF LOUVERED RIGID CANOPY IS PER SECTION 3105.6.1 OF THE FBC, RIGID AMENDS AND CANOPYSHUTtERS. LOWERED BLADES SHALL BE REPOSITIONED TO THE VERTICAL OPEN POSITION DURING PERIODS OF HIGH WIND VELOCITY, UNIT IS EQUIPPED WITH A WIND SENSOR WHICH WLL OPEN LOUVERS AT 4SMPH. PER RD SECTION 3105.5.3, CONTRACTOR SHALL POST WITH A LEGIBLE AND READILY VIBIBLE DECAL OR PRINTED INSTRUCTIONS TO THE OWNER ORTENANTTO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH PERIODS OF TIME AS DESIGNATED BY THE US WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. THE WARNING LABEL SHOULD READ AS FOLLOWS: 'THIS RIGID AWNING MUST HAVE LOUVERED BLADES REPOSITIONED TO THE VERTICAL POSITION DURING A HURRICANE WARNING OR ALERT AS DESIGNATED BY THE U,B, WEATHER BUREAU TOO SECTION 310ILL3).' THE LOUVERED ROOFING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ARCADIA LOWERED ROOFING SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR WATERPROOFING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE SUITABLE SEQUENCING, MEANS AND METHODS OF CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO THE ADDITION OF NECESSARY SHORING, TIE DOWNS, TEMPORARY BRACING. ETC. RESPONSIMJW OR LIABILITY IN ANY WOURATE DATA OR BE NOTIFIED AND GWEN AN 7E OUR WORK UPON DISCOVERY OF ON PRIOR TO MODIFICATION OF FABRICATION, AND/OR INSTALLATION IF THERE ARE ANY DISCREPANCIES HEREIN CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. THIS DESIGN DOES NOT CONSTITUTE THE ENGINEERING OF ANY OTHER STRUCTURES THAT ARE NOT SPECIFICALLY MENTIONED HEREIN. IF THERE ARE ANY DISCREPANCIES THEREIN, CONTACT THE ENGINEER PRIOR TO PROOEEOING WITH THE WORK ALL WORK PREPARED BY DE STEFANO ENGINEERING GROUP, PL INTENDED USE THE DRAWINGS. SPECIFICATIONS AND TDEG). IS THE PROPERTY OF DEG AND MAY ONLY BE RR ITS DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM. PREPARED BY DEG AND DEG'S CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY CONTRACTOR AS DESCRIBED REMAIN THE PROPERTY OF DEG. SAID WORK MAY NOT BE USED AT ANY OTHER LOCATION OR FOR ANY OTHER USE WITHOUT PRIOR WRITTEN AUTHORIZATION. DEG WILL HAVE NO RESPONSIBILITY FOR THE CONTRACTOR'S, CLIENT'S OR OTHER ENTRIES; MEANS, METHODS, TECHNIQUES, AND PROCEDURES USED IN CONSTRUCTION, AND WILL NOT BE HELD LIABLE FOR THE CONTRACTOR'S INADEQUATE OR UNSATISFACTORY PERFORMANCE OF THE WORK. I I B f 1 H 4- 314- 2X8X718• exaX1/6• 5.314X12X3116 S-V4X2X31I6 I.314x1.3/4X BEAM POST ARCADIA ARCADIA CHANNEL 2043.285 19-83.280 CHANNEL CHANNEL 11.83.295 6063-T62 6063-T62 5052-H32 5062-H32 6063•TS2 FSTRUCTURAL COMPONENTS 31 SCALE 2•=1,-0• ",\,\y\1ulu,.,lnllllllly! �0gSE...B2G� No 65031 STATE OF N2019 n LUCIEm COUNTY Contra t r Bocc Co BLOUVER sr BDALe 2 The Brown Residence 133 Dominion Ct. Ft. Fbrc•, FL 34240 April 10, 2018 File.192815 i NOST STRUCTURE DOUBLE 2X8 BEAM EXISTING CONCRETE SLAB 6X6 POST PSIDE ELEVATION . S2 SCALE: 114'• 1'-0' DOUBLE 2X9 BEAM 6X6 POST EXISTING 18X16' I'.. CMU COLUMN HOST STRUCTURE EXISTING CONCRETE SLAB -'{ {� EXISTING 18XIV r CMU COLUMN M9 FRONT ELEVATION S2 SCALE 114'- V�0' 52 SCALE:I14'•1-0" The Brown Residence 133 Dominion Ct F6 Pbmo, Fl. 34942 Ap111 f0, 2019 Fltv192315 'mm By. MF Rey/BWOd By. MD \\\\\00\\,y/Ilulllllplly mr.�55E B2U t EXISTINGWALL STUDS �; •''\,..�ENS�B::?y 318)WWOOD LAG BOLT ENO OF (1) 112'W BETITEN EACH STU13TEMBED. AT BEAM HO BY Simpson ( fi5()'�'I •�1 EACH STUD TYP. a fi X3116- ARCADIACHANNIEL SAEOFo A (6) 414.24XI' SS,(R QP' •C e m SMSEACH SIDE ........ /ONALE G+ ' OF CHANNEL .i 2X6 BEAM lounnloma\m^ 9.1l4X6.114X1µ• ApriI25, 2019 PLATE 4• 1' REVIEWE® FOR 6• �4 BEAM TO WOOD FRAMED WALL ®� �'®A4PLl NCE s3 sCALE11.ia•=ra• BPOSTBASED s3 SCALE. 140• ' I 2 "' I LI .' _ OD o 4'LED CAN N j _ 1 LIGHTS 1 CQni r 1— MOST Cop OUTDOOR I STRUCTURE �O• CEILING FAN k I I 1!d'PLATE (6)N14XI•SSSMSEACH SIDE OF CHANNEL 01 3116° ARCADIA CHANNEL a 0)1I2XP SS TITEN 0; � 6.1a•INTERNAL 'II HD BY SIMPSON ¢¢ { GUTTERSYSTEM '1, R EXISTING R CONCRETE SLAB S ti I y a � d 6W 1W I'Blw 6N 114' 411 v �5� REFLECTED CEILING PLAN s3 SCALE V4•- ne• POST BASE TO SLAB DETAIL The Brown Realdenc9 S9 SCALE i-0a• • P-0' 133 Dominion C1. n A FL Rome, FL 34949 J3 April 10, 2019FIIs192816 Dnwn BY., MF Rwrawa4 By: Wn SEAM 17) e1444XI' SSSMS DOUBLE 2%8 BEAM U CHANNEL (3) W-24X1' SS ACCESS SMS EACH SIDE HOLES (2) 014X1' BE B• EMS SPACED H AT24.O.C. S03EVIEW H FSr8 DOUBLE BEAM TO POST AT CORNER SCALE V02• - PIVOT CAP 012XT 88 EMS AT 12'O.C. INTERNAL GUTTER 2X8 BEAM BLOUVER MOUNT CONNECTION S4 SF4LE1•1Q'-/10• NOTCHBEAM HOST TO CAPENO STRUCTURE (4)A14X3' (2)Waxv -SSSMS - WOODLAGS 2X8 BEAM f ! $ t 8 SMS1• 6 DOUBLE BEAM TO BEAM AT CORNER 54 SCALE; 3'=1 0' �84 S DOUBLE BEAM SECTION SCALE: 1.1/2'-1'•0- .080 ALUM. PLATE /- 410 SMS BUTTON f HEAD 624. O.C. 2XE BEAM T 012 88 SMS a 12' O.C. \- ARCADUIGUTTER ES44 BOX BEAM SECTION. SCAL 1-1112•a V-W INTERNAL GUTTER BEAM (4)912.24X1• Ire' SB SMS TYP. U•CHANNEL DOUBLE 2XB BEAM B3 BOX BEAM TO DOUBLE BEAM S4 3CALE;f-72'•TW- INSERT l - -- Ov I e e i i e CORNERINSERT BEAM ISOMETRIC NEW BIDE VIEW �2 CORNER ASSEMBLY S4 SCALE: 2'�1-0' GUTTER CORNER EDGE GUTTER CORNER GUTTER I BEAM - GUTTER GUTTERCORNER 4EDGE 4TEKuCEWS BEAM BEAM SUITT 1L•R7f�J BEAM ___..-.. OR GUTTER CORNER ISOMETRIC VIEW CONNECTOR FASTEN GUTTER TO BEAM W/ 012 BE SMS 612' O.C. CORNER CONNECTOR GUTTER CORNER R CORNER GUTTER EDGE BS4 GUTTER CORNER ASSEMBLY The Brown Residence SCALE; 1./!2'e /H1, 133 DOminfeR Cf. Ft Pkme, FL 34949 April 10, 2018 Flle.192815 I— w z o• . BOAT -� LIFT Y a I o P� is Q�rF R m w o 2 BRICK a3 to POOL DECK MM MM z _ h' s J • 00. o "� ' 33 • . W = \ MM o Fo � M �• COVERED �> (90. �' PAVER ° o I ENTRY o - 16.29' z ? >% 233' LOT E BR I CK PAT10 M RESIDENCE I/ COvs ICK FINISH FLOOR P MM ELEV - 7.66' N.G.V.D. Il�'33 ADDRESS - 133 DOMINION COU MM PERMIT No.24110681 Y O 3 5 BU LI DINGS ETBACK LINE N FOUND � DRILL - HOLE N 82029'I6"W 65.00. CONCRETE SEAWALL F( BOAT DI H( 00 ' CANAL RIGHT OF WAY LIFT MAY 13 7M S-r. Lucie 6oa___n17_V ll