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HomeMy WebLinkAboutREVISION MIN.SETBACK REQUIREMENTS8jGANNED St Lucie Cou* MIN.SETB�E FRONT__ SIDES CNR SIDES H.B. ■ BREEZE WAY II'-L' FLAT CLN'G (A.F.F.) • -- -', ----- ■ 4,8 W GATE REVIEWED FOR E CODE C®IiIIPLIA C ST. LUCIE COUNTY R®CC CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD B- HIGH ALUMINUM FENCE POOL BY OTHERS POOL DECK BY OTHERS EXISTING COVERED PORCH - i�� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMM WITH "APPWCA4610®RES► POOL BY OTHERS POOL BY OTHERS REVISION POOL BY OTHERS EXISTING COVERED PORCH ST. LUC!E COL1-tY REVIEWED FOR CO. REVIEWED BY DATE . � PLANS AND PERMIT OR NO INSPECTION 'BE KEPT ON JOB BE A -A -DE. MENNEN "w TOTAL2 0 z_ of J w —J CC L1J Q m U J ry1L1� Q Q \ 57 w U Z LU LL- MIN. S FRONT CNR TECH 3�CK R CONCEALED FASTENERS OR ATTACHMENTS THESE PLANS AND ALL PROPOSED WORK ST. LUCTE COUI'TY B ' REVIEWED FOR COW Lit[ AMC THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ARE SUNMA TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO CQMKY WITH A6 APMAN 099691 DATE 2vn PLANS AND PER -NUT MU BE KEPT ON JOB OR NO INSPECTION WIL BE MADE. IN of I TOTAL2 SHEET I OF 2 t \ J MECHANICAL ALUMINIUM FENCE AT GRADE (NON-STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY) (HVHZ,(NON•H.VHZ) (SEE G51NERAL NOTE 4-3 FOR POOL APPLICATION) PICKETS MAY RUN THRU OR STOP AT I J INTERMEDIATE RAIL � t 4" OPEN GAP) DECORATIVE TOPS -TOP Rta7L, TYP. �. SEE TABLE FOR P05T INTERMEDIATE gG�SPACING REQUIREM EUTS;f� ` r ,�--�p--'� RAIL, TYP. Itl j� {� �I teal 'I J' I li ff ;flLL. h'ti..115i.✓1 1r1�i.�� lug E;-'�' .l'1. 1L -1 ..91. AL�v L!_ :L `:I�, SPACED TO REl .'� � ATt 4" SPHERE R EACH' MEMI TdP,/'Bb:TaC IKR 1 5 T ACT �-BOTTOM RAIL, A 2 SPrt .q ti + ,yp, -3"0 CORE DRILL, 3" DEEP INTO EXISTING 3 KSI CONCRETE, AND 6" MIN. EDGE T P. FENCE �� �," DiSTANCE FROM CENTER OF 'POST TO ANY 1 CONCRETE FACE FILLED WITH HIGH � " (MULTIPLE OPTIONS SHOWN) STRENGTH, NON•5F9IiiN1<, IRON FREE, TYP'. �+ N.T.S. ELEVATION ViE\Y NOWREACT IVE (3KSI MIN, ) GROUT, TYP, Tr 3 X.Si CONCRETE FOOTER IN WELL COMPAC ED SOIL, TYP. �CI�-i`FC]i)TLIt'FA[31_E {? Ah POST SPACIi�G �! w' 48' $2"x25' , 12"x28" Irx2B" 60' I?.''x�EI" 15"x27" 1B"x27" (SHAPE MAY VARY) s-- POST, `i'YP. PICKET, TYP. SEE FOOTER 2 NOTE oe .. M 1i FOOTER TABLE. WHEN USED FOR ii FOOL APPLICATIONS �i PER FBC 4 .2.17_ FOOTER NOTE: FOR F,VHZ APPLICATIONS, TOP OF FDOTER CIIAI I BE 8" E1E1�11aY GRADE 9 FENCE EXTRUSIONS' .t� - 2.500 -- 77 6051-T6 MINIMUM,. EXTRUSIONIOLERANCES''TO,8E PER "~ ' NOT APPLICABLE INI3USTR1"-STAJbiRD5, 0.058 --1 ' NOTES: - -:J I, FOOTING DIMENSION LISTED A4'"DIA" SHALL E3[ E1TFiEr't THE t)IA!hiETER'OF A ROUND 2•+1�-'"`m�" I�I f FOOTING, OR THE DIAGONAL DIME-NSTON OF A SQUARE FOOTING. THE ACiUAL FOOTING WIDIH OF rS SQUARE FOOTING CAN BE CALCULATED AS SQRT(OtA^2/2). FOR EXAMPLE, A DIAMETER OF 1 " WOULD BE A 14" DIAM CYLINDRICAL FOOTING OR A 10"X10" SQUARE I k 'y 0.052 a'�' � ; TOP GAP HR-�1 lit FOOTING STUCE SQRT(14-2f2) = IO" j lyr �;�_ �� � cy' 35�� 5NAP PLATE HR-2 -� �'y/ TOP Cr` FIF-1l1 & Ln I Of SNAP PLATE HR-II @1INITERMEDIATE FENCE BRACKET` ty-n' � 3rh�PlelcET�sR• � (2) *1 x: 9a" 5i-0 l 2 7fR - - :1" r PEfi.CLIP. 7YP.: EXISTING 3KSI v U.Cp�It • r D.CISD `y r' -- �' CONCRETE }IbST' _ j '.�-� r r SLI✓.i7C1URE (VERIFIED) + 2.02D---1 '�,{� r---4'n l , 1' d�ICaC� HR-5 . rl 4`, cp Ti (2) 1s+q'6 I7iY SS r� BY OTHERS) OP. 6061-Tfi SNAP PLATE HR-I1 . SNAP P0�5T M1i-4 S F PER CLIP' POST n TAPCq I5 ' ALUMINUM ® r y G.fl65 rk SNA. P1A7E HR-2 EXISTING 3K81 f ; SPACED a " O.C. W l �i •t�i �.L, 1.62s CONCRETE HOST �/ { ; EP1 ® INTO � 1I 2X2i1if13" 6063-T6 � y STRUCTURE ,W 3KSI CONCRETE AND A'* I ~ rALUMINUM ANfiLE ! - ` I.795-! •« ' '"ry,^„'"" `tFT�- (.VERIFIED BY + J 2�" EDdE DISA.ACtCE '?' S' �� �� 5NAP PLATE kF�•2 � � , 10 0 @r}S - i7HERS) OR 6461-T6 +, r FROM ANY ddNCIxETE ; �'�' " �I 1 1.00Q-4 k '4 ALUM(NtJMa POST' , FACE, TYP, OR (2)AI2 `; _ � �``�(2] �12 x yfs" SMS •` " "- -z 0,097 -1 ��+, ' 6 .I x��" SMS INTO ( �_ 2".r PER CLIP,. TYP. I `I [34TiCIAt CHANNEL ~ o Ils�� LKINUM POST I 1 0.125 - ��--- HR�i2 hL a - _TYP. ALT. TOP AND BOTTOM � �-1.8U(IIBRACKET OPTIONY --I © SNlSP 6+OSI HR-Ah !i 5 %A4w i`- (2) &yZ x )a" SMS ry PLATE HK-2 (PE'RNITTE7 vI 0,670 - �•• ' 2* 114"� 1 PER CLIP, TYP. ONLY FOR POST HEIGHTS ? �i'�% �V� M �! UP TO48'j �� 1.795 -? i`x2'x.�." :gf7LRC1ED[AVT AB¢IPf[]M 04ANNLL FENCE CHANNEL BRACKET INTERMEDIATE RAIL AR-3 d SNAP PLATE: HR-2 A G L. 1N WlG S Rvev(, T.5,) fI1 A C t5_o c-l>A-,;4e- W I-T?4 f77Lcyz-6vja 13v L L-p I N 6 G6P, &- " 5b IT1 0la (-zlorl) GENERAL NOTES .. Tts1S SYSTEM HA5 i1Ef11 DE'SfidlLlt k:AD S�rAyLL f FA -0.1 7EID IN ALYOFtD,.VNCf YgT11 Tt� PEW REME\RS Cr THE FLORIDA BUELDING CAOE�tGTT.aTiF3TS7'• N Na^^ r� L-I 1,W4 'ZP rl 2. OX5145N BASEO ON AS= A -IQ USING V ®- Iu,4FH f V_.lJD7MPH (3 SEC GUST, UP TO 6'-W WITHIN H'IFIi1, DON M- F:E'D', AtSK C•4TE' ttQPY7, V5ING THE tFEF S:90Ir,L 00' 'LI%OPEN USED LY CALOJLATIONS, 3. ECA PDGL A517LiCA7IONS, P*A FFIC 4.T.••9.Z.19. 1.E:'PD L AOCESS GJkTIE5 %HEN MDVIOED S'W,LLC0FWLY WITI i YFfi A!;4 2 AhV MUST ®E AT LEAST it' AM4 GP AOE 4 EQL'6_ 1C0 WETH i SELF Cl,051W- 5ELF LATCHING LOCK:INCI D1740 NOT LESS THAN 54' FRDm EII CI<GATE t_ SuFiLiSr OPSr1 QUT4YAiD AWAY FROK ?^.AOL S t/gl$T MA•ibe NO dPbVIr7G >1!' VATWfl L:' Oc PEUEASEMEC" N W 4.. SEISMIC DES- I N DOES %orCrYERt4. S61stE1C f•APIA•tETEkS CHE t.ED: RISK CAIWOR.Y LI'. IMPORTANCE FACTOR L,P, Ss=L^_DSS33, S9 r¢,¢7S Di. SITE CLASS D. Sts-0.%J, "-+D�f alP.P35, 5ELSMIJGDE5.GN CAT�RV A, BASIC SEISMIC FCFCCr-RESIS7►NG.5YaTE'M5 ALL OIMMk SeLF-Sr)PPORTIAG STAiSCTIlRFS. DESIG'1 DASL S!1-CA.4. 25 L85 (WEIC.4T Cf ifaLEVI'AAY MAX-59GIR, UF:lO :Grr A11011 1.25, hCV`f-BUILDENG EC11-VALtNT LA-EttA . rOr.CE PfOCFDUR .AUALY-51S ; - .. S. THYS fEN= DESIGN TD BEM AT GROUMD SURiNCE uNL.V, WITH USE LLS117t0 TO DECORATIVE BARRM PURPOSLS.ONLY.1"IS FEM0 15.&MT LNTE110V0 10 WAT CODES GOVERNING El"A'TW OALCONIES QR STRUCTURAL RA11LImm-) e•. ALL FASTEUETAC55TO6E f Z'Xr.-0AGKtAirjc.!Q b-i4,1vDSERM-53771iD1i•FiFG4cTCSitlaa[�,rySTOP- OR CA0100Ur RATED -00.0Tr1@A,iN`E...Lt�COAr,"GSIOwRE57s.AliiMA?c:,I+;LArlr}SHF:L7 FL.Y'tVfTrd 1,:.4,Tl�EALUMOWY Denosm14Ar1UAL•'.S{TLTSNF.3;THEALUMtwtiASSOCEATiQN,:NC.,&A .5 :CABLE¢�`-_l;AL5fATF.t&ND10CALCMES i, ALL EKTRUDED MCTAMAS 5HAQ, ME ALUMM11M A.LW-. TYPO EW31-Td 4a NTTEA, 11,N,0- D, ALL =0CRETE SHALL BE URCiA040 O&LV 1YITN�A fI.1NEMLL-t CDMPRESSIUC PTRENGTH OF 390r, P57 1Y. 4.0. Af1D• SHAL1:0E MINLMU."1 L-SR'tUu-_R THAN Atie P,tEME11 R ExSe s1RfaT, ALL C40KY AND GROUT SHALL VfEV OR �� D CUt•: E551VE mp,%ni of T.IE CCr18RETE pxj MALL Ot MCN-FREE, NO.^:S$M71N` X-RD 10N-REACTIYC CDNCRCrE F(;QTERS SMALL CONTAIN MEN a.1'46 FEd€kMf Sw ?GMC1CTIta'tE FEA " S. SU;'ROUNDING SOIL TO HE C,C PArCIM TD 95% 17FTWUM DENS"T1 2500 PST MIN 91.0 SHALL BE CLAT31FICD QP '/BRIFIEO BY 4Tmfg-1 MIOR TO CONSTRUCTION PER FBC '80L2 ANU SMALL. 69 SANDY GRAVEL CLASS O%WT. 10. f OR AtUMViUM ALT7ACHFlNTSA, l:A3`*`It>�' Ss+ml 6 DE SPACED w;TH :, DIAMEETI DID DISTANCE AW 2.SkMIAt.•ETEI H1m5FAtI.NG1�ACJACENTX'rIl TS U=5Nl02ED8THLAWIBE. 11. THE Colt-,RACT01i M AC_JVf4V0I..; TO U4CULATC ALL.4EV_l aS tRCM C•t•`.-;1n9:A4 MATERIALS TO M. E4EN' ELECTROLYSIS'. r 12- ELECTFCCALGIOUND, tYN[;ti P:-g.AT;ED',.TB BEGE51GHE1i a9 it:-5TAtLED BTCT---AS. 11 L71CUUER SEAL AFFLKC0 KEP1.0 4 ALI;�ATi r 57R PC URAL 1 g!!!(: w AS SH,7004 Okeb. USE C- TO -IS 5PEC3FICATLON Sri C*VT'AACTCR, rt. al.'IriVE_vrL9E5 & SAt1ES N,LkM&ESS Tit15 EBVWMEER Fvxt ALLC%t B CAR.F•GES LNCLUD:NCi LEG'LL FEES A. A?PELLAIC RCE$ PE51ATRIG FROM HATE%IAL FABRIC,. MV, SYSE.fil ERFCTMN. COYISTRUCTLON POOICES. rDMIND rH4:1- WHltl is CASYFJfoR 13Y LOr1.AL, STATE, 6 FEDERAL CODES 5 PROP- t;"_ AY1C&S CIF THIS FLAhL 14. TltIS DOW'A1LNT I5 GENERIC AND DOES NOT PF kFAN TO ANY SPECIFIC FROIEU. SITE. ENOINEEFwrY eipkEs s SH411 rYJT BE HELD ?E5rGLaSIs�,E D6. WAp.&?11.NY WYLY FOR tRROfi25US OR INACC11AA7E.DATA ORY.EASURiMDJYS. DIMENSIONS ARE SHIhVh ',O 2,LU5P.RATE DESIGN 4CGk= AND Crf4tR DESIGN M ErA;P, THEY PAY VARY SUCHTLY, 9UT MUST Pf149,1N W ITH3N TT4L:MiTATtMs vviP1L`O i.Eulk. WORK SHA:LDE FIELDViF.IFIE'? lie' OiHFN.S- E-MINA-41"a EX-XESS SHALL 5E f4TIrBD AUD GIVEN At; CPPCRTUNITYTO Pr-zdhLUATE OUR WDgM. U?SLH Di.%ZOvERY OF ANY INA='RKE LNfCA"TLCfi PRICA TO N.ODIFE;AATION CR EKISTING FIELD CCNDMC NS, AM rA'.IP•1CAT,CN AND I:N-aTALAT::li OF MATERIALS. AWDIAtTIONS CA A,DDIT t4N5 TO THLS 00CUMM? ANK NOT P ;LMrT7ED AND IhVAuc4%u. DlR a0.P,FDEAT101C. L 5. LKCLfiT A5 k'71Pt9i'SSLY Pnr3W1[fG Hurl, •NCADDITIGNA,te CEF71r'7G4T7CNS �. +eFIPMA,TIf,°h-S AP¢ T.UTEHDEO. O _z w I L I o Q l.l_J W co LU O J EL Q o [L � � a LlJ J U � W 'n LL co 1 SHEET 2 OF 2 DRAWN BY- DANIEL FRECHETTE