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HomeMy WebLinkAboutSUBMITTED DOCUMENTSSURVEYOR'S NOTES: 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS - OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, MURPHY ACT DEEDS OR ADJOINING'DEEDS. 3. LEGAL DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR HIS/ HER AGENT. 4. NO ATTEMPT WAS MADE BY THIS OFFICE TO LOCATE -SUBSURFACE IMPROVE- MENTS OR ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON. 5. FLOOD�NNOTEi BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN. ZONE OP THE FLOOD INSURANCE RATE MAP; COMMUNITY PANEL NO. EFFECTIVE DATE OF oB-/9-9/ AND-i&f IS NOT IN A SPECIAL FLOOD HAZARD. NO FIELD SURVEYING WAS PERFORM- ED TO DETERMINE THIS ZONE AND THE EXACT DESIGNATION CAN ONLY BE. DETERMINED BY AN ELEVATION.CERTIFICATE. 6. BEARINGS SHOWN HEREON ARE RELATIVE TO BASED UPON THE CENTERLINE OF EL/r-ae p gYE.yU6 , HAVING A BEARING OF NB,9 -sS 3/AE VaRTZMAL `�—ZtLVi1TYON3--SH9 "ITY OF PORT IT YUCTS "ENCH)CARV NO -9ATHIfi9&8-F-8#6EB-FIFO EL/Z.4,BE-Thy rnPe.F�crE � �� II .YlAO/✓./LC. 11' GUY .10I&I//0.? •�J V �... _E-E/ .- /2S B4 QO. Br tH PrN/ I i Q�I Rm� iW LOTG? _ 0 �OC�'UO/Eo, Q 5 FCNCE G-O.P.Y6 osS COST '--wvO S/G i ,'T/ /Fbw -ciauC-RFrF,f(!g0/fl4LG -- l7 moo. oo ' NlJgL C.4'W7JHL6 .Jo //C�'•/iCii.V /Pb0 st-7o ' If ! sroJQy es tr�vosELiroAsrFTv ovE /rre FfE �roos/ov AI - Go .T':3 BLO.(rA� ...3 /YV7AG .s.F/EO r----� 0 LEGe-41VO _g�= CE/VTE.PL//VE C. B.S. = C17/VC,pETE BLOCK ST.Q�/CTU.PE� µ � o/Jr•N I o:} /A%��AfG1Y./EA•Cd ' N x I EOT 3/.led, ' Ww: . � ti AP.4.'PJ-.tfEi"Yr A Y F v a.'o- sen .• .r.N�o. I bl I L!R-. .__. JQ.i ' w4oGufi✓ /=Fi✓AG•% /L�/l4iA✓j t f V K K N', 6U C70 '� i I cE.Qr-i.�iEo ro,• F/,•PST U/V/O/V B.4Nk UH/✓E�PS-4G L-4NO T/TLE /NGb.P�GxP,q>EpJ E-4.P1 9/YO �.OT-Q/Gy-4 ;SE^yULER. CE.4T/F/C',QTE OF SU.41iEYO.Q I HEREBY CERTIFY THAT THE SKETCH OF SURVEY OF THE HEREON DESCR:EED PROPERTY IS TRUE AND CORRECT TO THEg EJU EDO �NOr:.EDGE AND BELIEF AS SURVEYED IN THE FIELD ON . FARTHER CERTIFY THAT THIS SKETCH MEETS OR EXCES THE OF "ECnNZAL STANDARDS SET FORTH IN RULE 21 MM•/ OF THE; FLORIDA AOM,N;STRATIVE CODE ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL .AND SURVEYORS.PERSUANT TO FLORIDA,STATUTE 472.027. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE E1/0WN•MEREON. DATED THIS /B/~DAY OF /�'4'�G''v look �.RONAID Vl. HERR, PROFESSIONAL LAND U EYE FLORIDA REGISTRATION t .007 UiS/�GgTTEp ( ✓ACq�/T, (40V 340_Saro 19Z SF_ LUOCRO DRIVE PORT Sr LOCFE7 r4oRla4 34983 is/J'Y PSLE E4a oo'� 40;'ImaP1/C!" �S 1 GGrTS r.. �O COUP/Ep� .fFNCB' GT9-ri[��ir W 0 I I 1 11 II T2w1vw .!pl¢ %40N Pj�E a.-ar-, / �SNyNED St. LucieCou* LEGAL DESCRIPTION LOTS 30'4 , BLOCK 3 OF THE PLAT ENTITLED 'JFLEET!•t/OOo gC.•PE_ S '/ AS RECORDED IN PLAT BOOK /0 AT PAGE 76' OF THE PUBLIC RECORD OF ST. LUCIE COUNTY FLORIDA. ,BOUN0.4RY SU.4'1/EY SCALE: / ' U 9704 004 DATL� Qom'/� 9¢ ftdPARlO JnR, f/QCO BeOK 20 /A6lS JO-/2 �AAN .v6 NLWAI.p; tbAF�urlR a/er. fiLE. 9f!-O{2-O! 2' x 2' AND r x 2' MAY BE ROTATED TO RECEIVE SCREEN OPTIONAL POSITION OF TOP RAIL w(rH r x 2' BEAM NOTCHED AROUND 0.0 2'x2'x0.044' art *6 0 SELECT FASTENER SR NUMBER o AND PATTERN FROM TABLE t6 0 0 x I 2" x 6' BEAM TO 2" x 3' UPRIGHT CONNECTION DETAIL (FULL LAP) SCAgNNED St. Lucie Coo* Lawrence E. Bennett, P.E. CIVL ENMEEA - DEVELOP&Off CONSILTAM P.O. BOX 436% SOUTH DAYTONA, FL 320 TEI. MC E (804) 787-4774 FAX (804) 787-0558 SEAL © COPYRIGHT 1907 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WMfOUT TFE WWTTEN PBUSSION OF LAWRENCE E BENNETT, PE. 9 lw ra T AWpm 'i 2' x 2' PU(LNS ATTACH TO BEAM WITH (2) #10 x 1-1/2' SHEET METAL SCREWS N MNMUM SPACING PER TABLE 1.5 CUT BEAM TO SLIDE OVER EACH OTHER OR CUT FOR GUSSET PLATE CONNECTION (PLATE INSIDE BEAM) SELECT FASTENER SIZE. NUMBER AND SPACING FROM TABLE 16 TYPICAL SIDE PLATE CONNECTION SPLICE TO BE LOCATED v4 To v3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM d ' HEIGHT OF BEAM BEAM SPLICE SHALL BE MNMUM d - .50' HEIGHT 2 x (d - SO-) LENGTH d-.50' -,� d•.50- OBgIES S PATTERN NOT TQl`BFR SCREWS d, .50- ++++I++++44I PLATE TO BE SAME THICKNESS AS BEAM WEB PLATE CAN BE NSDE OR OUTSIDE BEAM OR LAP CUT d SELECT FASTENER SWE, Nd1N41BER AND SPACING FROM TABLE t6 TYPICAL BEAM SPLICE DETAIL 4GME awrence E. Bennett, P.E. OW443m . DEVELCF92NT OQNSILTANr P.0. BOX 4364 SOUTH DAYTONA, FL 32M TELEPHONE (004) 7B7-4774 FAX (SO4) 707-SM COPYTUGHT 1097 NOT TO BE ROPROqK;ED N WHOLE OR N PART WnHOUT THE WRa Tr•N PEPoABSION OF LAWRENLE E. BE7a•ETT, PE SECTION 1 SCREENED ENCLOSURES w-4 SEE TABLE K-BRACING (OPTIONAL) PURLNS (TYPICAL) PERIMETER MEMBER CABLE CONNECTION DETAIL 1 (TYPICAL) SCREEN TYPICAL CHAR RAL (TYPICAL) CABLE CONNECTION DETAIL 2 (TYPICAL) GRADE TYPICAL MANSARD ROOF ELEVATION K-BRACING (OPTIONAL) a SCREEN TYPICAL \ ALUMINUM COLUMNS SEE TABLE 13 AND 18 T x 2' TYPICAL NOTE SIDE WALL CABLES ARE REQUIRED WHEN PROJECTION 'SW EXCEEDS 28'-G- THEN pROVDE (A CABLE FOR EACH 300 SO. FT. OF WALL AREA ALUMMN BEAM SEE TABLE 11 OR 18 DIAGONAL ROOF BRACING SEE SCHEMATIC PLAN PERIMETER WALL FRAMING SIZE SEE TABLE 1.3 AND 14 UNLESS NOTED OTHERWISE, SIZE MEMBERS PER APPROPRIATE TABLES TYPICAL MANSARD .ROOF ISOMETRIC Lawrence E. Bennett, P.E. CNL ENGMEM - DEVELOPM eff CONSLLTANT P.O. BOX 4368, SOUTH DAYTONA, FL 3=1 TREpHOrE (904) 787-4T74 r4 (ido 757-eaft o :E X� rn jai 7 o� -U � fn Table 1.5: Allowable Spans For CARRIER Beams in a Screen Roof Aluminum Alloy 6063 T-6 Single Self -Mating Beams 2"x4"x0.055"x0.12" 2" x 6" x 6.065" x 0.12" 2"x7"x6.06T'x0.12" r x a" x 6.677" x 01U" 2" X 9" x 0.072" x 0.224" 2"x9"x02072"x0.31" _ 14'18 12'-5 10'-11" 9'-11" 20'-4" 1 T-3" - 15'-2" _ 13'-9" 15'-0" _ 29'-6" 24'-11" 21'-11' 19'-10" 32'-9" - 27'-8" _1__ ; 22'-1'' 36,_5,._ 30'-9" 27-_-24'-6" Double Self -Mating Beams _ 10'-0" I W W 18'-0" I _2 t1"_ 2" x 8" x 0.072" x 0.224" 2" z 9" z 66.072" x 0.224" 2"x9"x0.672"x0.3-1" 41'-8"7 363„ 31 46�_3" L9'-1" 34'-6"_-2" 51'-6" _ 43'-6�' 38'-4" 1 34'-8" Tributary Load Width 26'-0" 30'-0" 34'-0" 38'-0" 42'-0" Allowable Swan "L" 9'-v. =T-11" 7-6" T_2" 12411'-9" 13'-10"12'-10" '_15' 12'-1" 11'-5" ;10'-11" 18'-3-17'-0" 11" 15'_1" 14'_5' 20'-3" `18'-11" 17'-9" 16 �5'-11" 22'-7" _ 21'-0" 194 . 18'-8" 1 17'-9" Tributary Load Width ZT- l 3i 330'-0" _ 34'-0" 36' Allowable Span "L" - - — V' 25'-10"' 24'-1" T- 22'-7" 21'-5" i 20'-4" 28'-8" i 26'-9" 25'-1" 1 23'-9" 22'47" 31'-1111� 29'-9" 27'-11"I 26'-5" 1 25'-1" Double -Self -Mating Beams Tributary Load Width 46'-0"-.66'-.0" 54'-0" 6-_fa,6,_7----6,-4 9'_6" 9'-1" 8'-9" 10'-5'-9'-11"- 9'-7" 13'-9" ' 13'-2„ ` 12'_8" 3 14-8" i 14'-1" 16'-11"; 16'-3" . 15'-8" 21'_T' 20'-8" 19'-11° 23'-11", 23'-0" 22'-2" with 2 x 4 SMB added to Top or Bottom 10'-0" - 14'-0" i 18'-0" 1 22'-0" 26'-0" 30'-0" 34'-0" 38'-0" 42'-0" 46'-0 5 54' 0" --- -_ - - Per end1cular to Webs -� -- -- - - 2 8" x � _-_ -" : __ Allowable Span "L" x 8" x 0.072" x 0.224" 62' 6" 152'-10" 1 46'-7" 42'-2" 38'-9 36'-1'_' 33'-11" 32'-1" 30'-6" 29'-2" 2T-11" 26'-11 2" x 9" x 0.072" x 0.31" 68'-6" 57'-11" 51'-1'" � 46'-2" 142'-6" 39'-7" 37'-2" 35'-2" 33'-5" 31'-11" 30'-8" 29'-6" -- — - - _ - 2" x 9" x 0.072"x 0.31" 73' 6' 62'-2" 54'-10" 49'-7" 45'-7" 42'-5" 39'-11" 3T-9" 35'-11" 34'3'"13211" 31'-8" Example: - - - - - - - - If Tributary Load Width = 30'-0". Maximum "L" for a 2" x 4" x 0.044" x 0.12" Single Self -Mating Beam