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HomeMy WebLinkAboutNotice of Commencement JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4157926 OR BOOK 3834 PAGE 2651, Recorded 02/08/2016 at 02:45 PM RECEIVED FEB 10 2016 w. To..aongk Whdra�m�lon� .me�$L=2 D J // PEIRAITk TAxFMlD.4`Aa-"1.�1" STATE OF ROMA COUMTYOF ST WOE The wWuskmd hereby tis notion SmYnwwnmwtvmbemade toeertalorealpmpeft arob8omrdarloeWthChapter713,Florm statutes the fo9wj* kdbmwdw Ispow In tlds NoticeofCornmemmment ` r ' i °►'pr�P I'" ," `A n En4n-Shaer =d�) pp m �i emus GBIERU DESOWIMN aF NIN OMONENT;krfeWon of Hutfrs m ShUtlew 3�S'] all2 OWNER WORM ORt66ff noN,Rr u31MECONT ACMFORTHEWANWIFE ENT' NNnt Addles: lot Don Irtrest h proprty: . 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J. a'�s /0�o � HER VIZZO 1.W D1BWj_ S)New OfCommmcculoAX)mNOTARYPUBLIC Ra.9/l5/l1 STATE OF FLORIDA CwroW FF176266 11/13/2018 STATE OF FLORIDA ST.LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGIN L. PH MIT "LE 9y: osputy Cler Date: BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& C1 ADOINC (P,S.F j FOR ASCE 7-10 PEAK ROOF xFlcur Trss rLtAAI AD V-'_1 TO 60 FEET it BASIC WIND SPEED - 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This //iisq'Nalp•fl�A}MaL}sferpyDrawing, PEAK L'•GREATER OR EQUAL THAN 7'-9'AND Vali`" OPly For VIICJ Time 'I Qrllllll L^LESS THAN T-9" LESS THAN J2'-d` L"'GREATER OR EQUAL THAN 11'»3' / v ' ROOF HEIGHT POSITIVE NfCA71V£ POSITJVE NEGATIVE PASJ7Jv£ RECUT ChJ U ITRATE Aw^A ULIIMATL A,SD. ULTIMATE ASD. ULT MATE ASD. ULTNAIE ASR UL"MATE ASD. 0'- 15' 76,4 45,8 1 .4 61.4 73.0 .43.8 95.5 573 68.5 41.1 ,* 1N&TATED DESIGN WIND PRESSURES / 86.4 51.8 CORRESPOND TO THE MAXIMUM END > 15=20' 80.4 41 VIGN-*F� i�4.6 76.8 46.7 1Q04 60.2 72.0 43.2 308 54.5 ZONE AND INTERIOR ZONE CONDITIONS >20'-25' 83.6 50.2 79.8 47.9 104.4 62.6 74.8 44.9 s EAND�s.R Au RooF 94.4 56.6>15=3a' 86,2 51.7 62.4 49.4 707.7 64.6 77.3 46.4 97.4 58.4 L.57LTRM PANELACCORDIONS>JO'-40' 90.7 54.4 86.6 52.0 1133 68.0 81.2 48.7 1024 61.4 BLADE LENGTH oa BaIUL4SHUTTER HEKYLT.>aD'-sO' 94.3 56,6 90.0 54.0 17X7 706 84.4 50.6 1065 639>5D=s0' 97.3 58.4 32.9 55.71 121.5 1 729 87.2 523 NTAr PRODUCTS WN/CH BEAR A 709.9 65.9 M400-04DE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF N$lGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& GLADDlN asr.) FOR ASTE 7 t0 PEdK ROOF HEFP•HT(,;;�qT R THAN 60 BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS - RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) - PEOj PST L••LESS THAN 12-5' L••GREATER OR EOUAL THAN 12'-5' ROOF HEIGHT POSITIVE N£CATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE` A.S.O. ULTIMATE A.S.A. UL77MATC A.SD. >101-70' 91.5 54.9 767,7 100.6 84.3 5Q:6 148,4 89.0 >70'-8D' 93.6 56.2 171.6 7030 86.2 57.7 151.3 91.1 A=AM"= SCHMAT! a 95.6 57.4 175.2• 105.1 88.Q 528 155.0 9J.0 , 973 58.4 178.4 107.4 89.7 53.8 157.9 94.7 100.5 6G.3 184.2 110.5 925 55.5 1630 97.8 CGEts��Arri��rL�/�, 167.4 > 147056 63.4 193.6 776.2 973 57.1 171.3 1008 ,{,yiyp�r'iy�Er..1•�'`r�"/�yr,,, 180' 107,6 64.7 197.6 118.6 99.3 59. 174.9 104. �S,'"`r•.••�yE,} ��.•��i > 160'-200' 109.8 65.9 1 201,3 120.8 101.1 60.7 178.1 10. A S >200'-250' 174,1 68.5 2Q9.2 125.5 105.2 63.1 185.1 111.1 ; N0.44167 >250'-300' 7176 70.1 216.0 129.6 108.5 65.1 191.1 114.7 *t * ^•-�.� �,� >3tl0'-J50' 721.0 72.6 221.9 133.1 111.5 66.9 796.3 117.8 •.• STATE OF >350'-400' 1239 74.3 227.1 136.3 114.1 68.5 200.9 120.5 >4tl0'-450' 126.4 75.8 231,8 139.1 116.5. 69.9 205.1 1231 ?����•��E{lap;•••���,; >450'-5co'l 128.8 77,3 236.7 141.7 116.6 77.2 1 208.9 125.3 M'SSf�/YA�. 011;IL _ �^�iI TiliiiNJT t J ' �f(LirvE 1.)THIS CER"FIED SIGNED AND SEALED WIND LOAD CHART;PREPARED BY THIS ENGINEER,EASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170.MPH,AND 2014(51h EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN, ST. LUCIE& APPLICABLE RISK CATEGORY BWWINC&EXPOSURES,15 COMPLETELY GENERIC AND DOES NOT PROVIDE INMRMA"ON FOR A SITE SP£C/fTC PROJECT. INDEgN RIIER COUNTIES 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE DME BUILDING PERMIT: ASCE 7-10/ W1ND PRESSURE CHART AS SHOWN STORM HANELS ACCORDION&BANANA SHUTTERS •'" SCALE 3)CONTRACTOR OR PERE HOLDER TO A RESPONSIBLE FOR JNF SELECTION OF DESIGN Y.JND PRESSURE EASED ON DttS GENERIC H9NA LOAD CHANT. �^ RISK CAT. 11 BLDGS OG/I1/15 WIND PRESSURES ARE UL"MA)E AND ASO.PRESSURES - ----. /y DATE 4.)7TDS WIND LOAD CHART SHALL BE CONSIDERED INVALID TF ALRRFD BY ANY MEANS - ;/�c, WINQ PRESSURE Ci HART 3&.E ENGINEERING COMPANY BASIC WIND SPEED- 170 mph � ECO 5.)DESIGN WIND LOAD SELECTED 8Y THE Co 'WR OR PERN/T flOLD£R FROM THf5 WTNA LDAD Cf4WT SHALL 8£TNDTCATED ON A SEPARATE DOCUMENT PREPARED BY T7LElT TESTING R ENCINfER/ THE CONMC70R OR PERMIT HOLDER(eg.,SPREADSHEET,OPENING SCNEDTJLE/TAKE OFF SHEET,£TC.. ruzT xa.ice• GawcnS rz uls4 EXPOSURE D,Kd-0.85 15-188 l+hm•:1Jd 8Ti (3�1B7f_ra7i EB--000000 6771919 'DRAWING No WALTER A."LLAJ.P.E. a an lr-rn 1 In _ • FLORtRA L" 4ii67 A :�tntxvnx a SHEET t OF ! 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