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HomeMy WebLinkAboutFinal As-Built Survey 8-16-17• LEGAL. DESCRIPTION G MONTE C LO COUNTRYCLUB,U 3,C 0 RDING TO THE pp'� . _ _' , .. • -_ PLAT THEREOF, ASARECORDED LOT 195, IN PLAT BOOK 23, PAGE 26; OF THE: UBMLICP F- RECORDS OF ST. LUCIE COUNTY, FLORIDA_, :GRAPHIC .SCALE 30 0 16 30. CONTAINING 0 4.11 ACRES MORE OR LESS ' MIN. LOT 194 PROPERTY ADDRESS r- INr�lrr a , �:. \ g� ... UNDER CONSTRUCTION COUNTRY CLUB,UNIT TWO ,co MONTE CARLO . PG 26 FRONT.. �I 9505 POINCIANA CT., FORT PIERCE D - I, rL -'� ' / ,�. P.B. 23, :.. • � Z EGEND .Bc ABBREVIATIONS O.R.DENOTES OFFICIAL REcoRDs BOOK SIDE S BM DENOTES .BENCHMARK P.B. :`'•_ PG DENOTES PLAT B DENOTES PAGE - BOOK ' [rj' '70• VF ,1 - t/S - CNR S1QES I BB DENOTES BEARING BASEToB C.M. DENOTES CONCRETE MONUMENT - EOW DENOTES TOP -OF- BANK DENOTES EDGE OF WATER O Q°'•. QQ%�� - REAR I CONC DENOTES CONCRETE C.B. DENOTES CATCH BASIN . CBS'. DENOTES CONCRETE BLOCK STRUCTURE P.S.M. PA-S. DENOTES PROFESSIONAL SURVEYOR & MAPPER DENOTES .PROFESSIONAL LAND SURVEYOR OF COMPOUND CURVATURE ' p, ^ J� . �. ZNG,. CD, DENOTES CHORD DISTANCE` P.C.C. P.D. DENOTES. POINT _- DENOTES POINT OF CURVATURE N in O '... %1i. `/. _ CB _ ., DENOTES CHORD BE DENOTES CLEAN OUTS P,T DENOTES POINT OF TANGENCY OTES POINT OF -INTERSECTION .o o.. ,O 22 9', �,� '�' \ .. Jam. h h 6-- i TECH. ,..G/0• - DENOTES CENTER LINE. ((PC D DENOTES PLAT DATA t\ m 1O \ ' ' ry� 16 _ .-- ^° 0. _ D.E.: DENOTES DRAINAGE EASEMENT F.F.E. DENOTES FINISH FLOOR ELEVATION p ; R DENOTES PERMANENT.- CONTROL POINT DENOTES RADIUS ,. C-)W-� �F7� m C p o (v� ''` _ Z .•_ .. G ,L SQ `rL '. R..� .. FND.. DENOTES FOUND `' ' I;Q: - DENOTES IRRIGATION QUALITY .WATER R/yy SAN. DENOTES. RIGHT. OF WAY ..,• • ,._: . DENOTESSANITARY• ' ^ :. rq + Cu ( eF 46 70, : 6 Q �.. ,\• O :.... OJ :.; IRBC' •DENOTES IRON ROD AND CAP L . DENOTES LICENSED BUSINESS W.M.T. DENOTES UTILITY EASEMENT DENOTES WATER MANAGEMENT TRACT 2 B [b O N ��-: `.:- L DENOTES ARC LENGTH MAG/D DENOTES SET MAG NAIL AND DISK 4gU Q S3 V U Qom. �Q� / L M.E DENOTES LAKE'MANAGEMENT EASEMENT A DENOTES INCLUDED ANGLE o A �� �, /. - `- - (M) DENOTES MEASURED DATA- - - `DENOTES SET 5 8 IRON ROD &'CAP- U3 4286 Z �a 1� -' M.H. DENOTES MANHOLE .. `' ®j ONO Q)�cr= 0 10 . , T 2S. G \ DENOTES LIGHT POLE N e� o N S+ J N/D DENOTES NAIL AND DISK ' 10 4, O N G 0'9 _ _ (NR)- DENOTES NON RADIAL LINE,�/b DENOTES: DRAINAGE FLOW - 9 o p D 4�m� /N O C \ O.H U. DENOTES OVERHDENOTES OPENSEADCUTI�TIES `L DENOTES ELEVATION 20.18 DENOTES GUY ANCHOR � ���' f(Z) 'L i7 $ �A GENERAL NOTES OJ DENOTES.PROP.OSED. ELEVATIONC? C9 o� o \ �y \ 1.) The last- date of. field work was 07-28=2017 „ 00 m �. \ S BM=20.50 rn o.47' ^ 2SSOo " \ 000, AIL I,IS LB .705 2) Additions. or. deletlons--to survey maps or reports by other _than the signing party or :.. FND N 25.26' WATER METER\ SANITARY M;YN LE - parties is rohibited' without written consent of 'the signing'. party :or- .parties. W O V W 25 26' r 20.5 p p. �650' Q7 O B"`� °� �� - �N�® +, 3) Reproductions of this map are not valid -without the signature and original raised seal. I WF�L✓ C2) `� °�' ® `v° 5p.00'Q�y��/ of a Florida Licensed Surveyor and Mapper. pp i ABC 33.2T ' vvrx +� O. ,9 - to 2� g FQ., �Q FAY !�D• E ?202p2 'QS.oy��O - �p /, ;` '`•yp _ 4•) Lands- shown hereon ;were not abstracted. by this office for rights -of -way,. :easements_._. ._ r �JCq� q! +� �qi� \✓ of record, ownership, abandonment's, deed. restrictions, or 'Murphy Act Deeds. This y S 'Yinformation -should, be -obtained through ,appropriate title verification. 9�Nc .oAso J�(�C, -IT�Vs \: 5) 'All above=ground fixed Improvements; -if have been Located' -and= shown .hereon -=- -- 15' SETBACK / :_ _" - _ O ��3 G,9 �F r,�a 1c�3 AJ ° �q o l��c,Q }�yS.otiToss \. s)'Underground foundations and improvements were not loco#ed as part. of this survey. 1 p' U,E. & D.E. - GjO G 6,?.mac\ S �-,+�► S. .� ��'O`o�p , %per oA... 7) 'Flood Note: By graphic 'plotting only, this .property is in.'Zone .X according to..the Flood /.. �2g20 oo moo. C, re tF Insurance .Rate Map, Community Panel No. 1211-1C0160J, effective date .February 16, 2012.. S_ T Ttj'e. exact -designation can aril be_:.d"etermined b `an elevation ..certificate ..Na additional ;. 22.2 SS F J Y Y ti FiyO 5 search of the' public' records has been pteforrned: There may. be additional niap._ rt Vol 001, cr. �R/ c \ Amendments affecting this prope y. -s- the - 3 N 04' 49 6 8 The bedrin shown .bereon are based. on Plat .information' and are referenced .to ..- of bears arrd all -bearings are o y a L®�f 1 J6 - ' ^. �9.s r line Poinciana ,Court which .North...50'4013 -West center .. - o . � - a ative thereto. _ . relative F wi OCCUPIED MONTE CARLO COUNTRY CLUB, UNIT TWO -• - - °/ ) easements are .shown hereon other 'than those depicted on the'pa No _search of 9 No o P.B.23, PG 26 _. - i.pR� the public records has been performed to find additional. -easements that may exist �® d St I-* Cut Benchmark JEB having on Curve Table CO.1- �°®. 10 Elevations shown hereon are base oa, ucle o. n y . elevation _of 18.3 4 feet North American; Vertical Datum' (N:A.V.D.) 1988.. 0s Curve# . Length Redius Delta ;:, C1 50.00 50.00. 057°1T45 _-- -- Q �� .__ ere e t e same 11 Bearin s and distances shown h on :ar h as .plat. unless otherwise •noted. information, 12) .The building setbacks shown hereon, although based on the best available'mformaf n, are certified o and t be verrTlea prior to design Or. consu.ucuU[1. v _ -- CERTIFIED TO: CULPEPPER & TERPENING, INC z .,.... + FREDERICK CLARK WHITFORD, GAIL MARY WHITFORD Flria1 As --Built Serve FlIe:16-053195. *.: Date: O7-31 -2017 CONSULTING ENGINEERS I LAND SURVEYORS > A }00 ! :. - _ - - - -- - - .. 1 "-30' I RTDA �4981 EAGLE• HOME MORTGAGE. L"LC - • : • ROBERT.'N, JOHNSO DATE NORTH AMERICAN TITLE COMPANY - - - HONE 7 - 464 9497 NORTH. AMERICAN TITLE. INSURANCE COMPANY' LOB 19.5 PIERCE, FLO STREET' FB• N - Professional; Suveyctr: & a!Iapper .yv . �� n— _ - , ND 723 i�g FA- SCALE FOR Florida.CertifcatetN©=�0 ��TA �, STATE OFFLARIDACERTMCAT10NNoLB428G Tor: LE l� AR DRAWN FIELD Gco TREASURE COAST •HOME ' I ROVEMENTS, INC. ?reasure Coast Home Improvements Inc. G'AVAIIABLE 1015 Holbrookdocker j ' i ` 100°r6 FIN CIN0579b1 Ct. , LICO, C Port St Lucie' FL 34952 9913 rA o ss� 0 k ,o o 4a 772-335-8989 F 72-335-3336 ? ITen s en l� C.h , 3495 ! 888-e42- I "s http://trr : "AroiSt.irrlDrAv i et.coml :r ' j arQ �Gh Go`l'�I `� rz Itb I � ii�. { 1 i i � � . i 4• X; I I I I i �I�D2 Qa+ia ( I ,SG ee.� I •� y' `i I i I j pj i 7 .4 I �'1F2 I i D X2 IS 0 REAR I i ZT ' � I + Ile ' .E QRAWING INDEX SHEET SHEET TITLE 01 GENERAL NOTES 02 STRUCTURE PLAN/DETAILS GENERAL NOTES A. DESIGN CRITERIA 1.0 REFERENCED STANDARDS 1.1 FLORIDA BUILDING CODE, 5TH EDITION 1.2 ASCE 7-10 1.3 ASTM SPECIFICATIONS FOR CONCRETE 1.4 ACI 318-LATEST EDITION FOR STRUCTURAL CONCRETE 1.5 ADM 2010 1.6 AA ASM35, AA ADM 1 2.0 DESIGN LOADS 2.1 DEAD LOADS: MEMBER SELF?WEIGHT 2.2 LIVE LOADS: 300 LB VERT. LOAD ON PRIMARY MEMBERS 200 LB VERT LOAD ON PURLINS 2.3 DESIGN WIND SPEED PER F.B.C., CH. 16 LATEST EDITION Vult: 150 M.P.H. Vasd: 116 M.P.H. 2.4 RISK CATEGORY: 1 2.5 EXPOSURE CATEGORY: C 2.6 WIND LOADS PER F.B.C. TABLE 2002.4 (MWFRS) FOR 20x2OxO.O13" MESH SCREEN: HOR PRESSURE ON WINDWARD SURFACES: 43 PSF HOR PRESSURE ON LEEWARD SURFACES: 34 PSF VERT PRESSURE ONSCREEN SURFACES: 12 PSF VERT PRESSURE ON SOLID SURFACES: 36 PSF 2.7 FOR 18x14x0.013" MESH SCREEN, APPLIED FACTOR: 0.88 2.8 FACTOR APPLIED TO ALLOWABLE STRESS DESIGN PRESSURES: 0.6 B. RESPONSIBILITIES 1.0 2.0 3.0 4.0 5.0 A LICENSED CONTRACTOR SHALL PERFORM ALL SITE WORK IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISITNG FIELD CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF DEMOLITION, CONSTRUCTION AND/OR FABRICATION. THE CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTURE/FOUNDATION IS IN GOOD CONDITION WITH SUFFICIENT STRENGTH TO SUPPORT PROPOSED STRUCTURE. THE ENGINEER OF RECORD IS TO BE CONTACTED IN WRITING FOR CLARIFICATION IF DISCREPANCIES ARISE. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS ASSOCIATED WITH WORK TO BE COMPLETED. THIS IS TO INCLUDE ALL SHORING AND/OR BRACING REQUIRED FOR COMPLETION OF PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF COMPONENTS, FIXTURES, OPENINGS, AND LANDSCAPING ON THE SITE WHICH ARE NOT INCLUDED WITHIN THE SCOPE OF THIS PROJECT. IF DAMAGE OCCURS TO ITEMS NOT INCLUDED WITHIN THE SCOPE OF THIS PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING THAT ITEM TO ITS PREDAMAGE CONDITION. THESE DRAWINGS AND DETAILS HAVE BEEN PREPARED AND ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND/OR MANUFACTURER. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION IF SPECIAL SITE CONDITIONS ARISE FOR THE FOUNDATION OR HOST STRUCTURE. C. MATERIALS 1.0 CONCRETE / FOUNDATION 1.1 SOIL WHITFORD PROPERTY 9505 POINCIANA CT., FORT PIERCE, FL 34951 1.1.1 MIN. ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF 1. 1.2 PRIOR TO CONCRETE PLACEMENT, TREAT ENTIRE SUBSURFACE FOR TERMITES IN ACCORDANCE WITH F.B.C. REQUIREMENTS FOR SUNROOMS. NOT REQUIRED FOR EXTERIOR SCREENED ENCLOSURES. 1.1.3 CONCRETE PLACED OVER A POLY VAPOR SHIELD WHERE APPLICABLE. 1.2 CONCRETE 1.2.1 ALL CONCRETE SHALL BE 3000 PSI MINIMUM. 1.2.2 CONCRETE SHALL CONFORM TO ASTM C94 FOR: 1.2.2.1 PORTLAND CEMENT, TYPE 1 - ASTM C 150 1.2.2.2 3/4" AGGREGATE MAXIMUM - ASTM C33 1.2.2.3 AIR ENTRAINING, +/- 1% - ASTM C260 -1.2.2.4 WATER REDUCING AGENT - ASTM C494 1.2.2.5 CLEAN POTABLE WATER .:1.22,6 OTHER ADMIXTURES SHALL NOT BE PERMITTED 1.2.3 ALL SLABS ON GRADE SHALL BE 4" THICK MINIMUM .4.3, REINFORCEMENT 1.3.1 FIBERMESH (3/4" PER CU. YD.) MAY BE USED IN LIEU OF WELDED WIRE MESH IF APPROPRIATE ACI AND ASTM REQUIREMENTS ARE MET. 1.3.2 METAL WELDED WIRE MESH (WWM) SHALL CONFORM TO ASTM A185. 1.3.3 STEEL REINFORCEMENT SHALL BE ASTM A615 GRADE 60 WITH Fy = 60 KSI (U.O.N.) 1.4 PREPARE AND PLACE CONCRETE IN ACCORDANCE WITH ACI MANUAL STANDARD PRACTICE PARTS 1,2 & 3 ALONG WITH HOT WEATHER CONDITION RECOMMENDATIONS. 1.5 IF UTILIZING AN EXISTING SLABNOOTING, CONCRETE SLAB SHALL BE A MINIMUM OF 4" THICK AND VISIBLY FREE OF DETERIORATION, SPALLING OR EXCESSIVE CRACKING. CONTRACTOR TO VERIFY THAT EXISTING FOOTING IS A MINIMUM OF 12" WIDE AND 8" DEEP BELOW EXISTING SLAB. IF NOT, SEE FOOTING DETAILS FOR FOOTING DESIGN MINIMUM REQUIREMENTS. 2.0 ALUMINUM 2.1 ALL STRUCTURAL ALUMINUM SHALL BE MIN: 2.1.1 EXTRUSIONS: 6005 T5 ALLOY 2.1.2 TUBES: 6063 T6 ALLOY 2.2 STRUCTURAL ALUMINUM DESIGN SHALL CONFORM TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR ALUMNUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE LATEST ALUMINUM DESIGN MANUAL. 2.3 PROVIDE DIELECTRIC SEPARATION WHERE ALUMINUM COMES IN CONTACT WITH STEEL OR PRESSURE TREATED LUMBER 2.4 ACTUAL WALL THICKNESS OF EXTRUDED ALUMINUM MEMBERS SHALL NOT BE LESS THAN 0.040 INCH 2.5 SELF -MATING BEAM SECTIONS TO BE STITCHED WITH #12 SMS SPACED AT 6" ON -CENTER FROM THE ENDS AND 24" ON -CENTER THROUGHOUT THE REMAINDER. 2.6 MINIMUM THICKNESS FOR FORMED SHEET ALUMINUM STRUCTURAL WALL PANELS (KICK -PLATES) SHALL BE 0.024". 2.7 18xI4x0.013" MESH SCREEN SHALL BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. 2.8 ROOF BRACING SHALL BE A NIINIMUM OF 2"x2"x0.050" 29 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 2.10 FOR PICTURE WINDOW MODIFICATIONS TO EXISTING SCREEN ENCLOSURES, THE CONTRACTOR SHALL VERIFY THE EXISTING SCREEN ENCLOSURE IS IN STRUCTURALLY SOUND CONDITION AND MEETS THE REQUIREMENTS OF THE DETAILS WITHIN THESE PLANS. J-711 -0G 79" SST. LUCIE Cou-Nn, BUSING 3JmsI �.._ REVIEWED FOR CO REVIE IVED DATI; PLANS AND T NIUST BE XIPT ON JOB OR NO INSPECTION WILL BE MADE, 2.11 IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL MEET THE FLORIDA BUILDING CODE, RESIDENTIAL SECTION R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS IN ITS ENTIRETY. `l� 2.12 SCREEN ROOM ALUMINUM ROOF SECTIONS (COMP_ ,(.�I OR PAN) SHALL BE SELECTED/DESIGNED FOR TE _ * ---- PRESSURE STATED WITHIN THE WIND LOADS - , A-< F THESE GENERAL NOTES. THE SELECTION OF ROOF SECTIONS WAS BASED ON THE SPAN TABLES gl]ZEI AND CERTIFIED BY INDEPENDENT FLORIDA I� ENGINEERS WITH THE UP-TO-DATE N.O.A. ! N v W a- 3.0 FASTENERS 3.1 ALL FASTENERS SHALL COMPLY WITH ASTM Ali� _ 3.2 ALL CONCRETE SCREWS SHALL BE TAPCON, SII�wi REDHEAD OR APPROVED EQUAL. ��/ 3.3 ALL LAG BOLTS SHALL HAVE A MIN. EMBED OF 8x BOUI i INTO STRUCTURAL FRAMING. 3.4 USE STAINLESS STEEL TYPE 300 18-8 FOR FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER, UNLESS OTHERWISE NOTED ON PLANS OR MANUFACTURER OF GALVANIZED BOLTS SPECIFIES FOR USE WITH ACE PRESSURE TREATED WOOD. 3.5 THE MIN CENTER TO CENTER SPACING FOR SMS SHALL BE 3/4" AND THE MIN CENTER TO EDGE DISTANCE SHALL BE 1/2" UNLESS OTHERWISE NOTED. 3.6 FOR 1x2 MEMBERS TO MASONRY/CONCRETE USE GALVANIZED 1/4"x2-3/4" TAPCONS OR SIMILAR AT 24" O.C. 3.7 FOR lx2 MEMBERS TO WOOD FRAME USE 914x2-3/4" WOOD SCREW AT 24" O.C. (TYP.) 3.8 FOR 1x2 MEMBERSrb,�u.�q-�1015 ORTEKSCREWS ATi24"--0QRT_ AW.CORA- PEN 3.9 FOR 1x2 MEMBERS IMW, ALI-RA. $i _ VIEW" OR "PICTURE-WJ- NM-W'St FASTENER SPACING SHAIA,TBF t} � � Q{C. MAX. ALUM EU" EXTRUSION DIMENSIONS HOLLOW SECTIONS 2x2 2"x2"x0.050" 2 x 3 L. 2';, 3" x 0.050" 2 x 4 4_ ?C 4'y`k $A17'� f�i7m, 2 x 5 ''f' OPEN -BACK SE I x 2T 1"x2"x0.044" 1x3 1 1"x3"x0.045" SNAP SECTIONS 2 x 2 2" x 2" x 0.045" 2x3 2"x3"x0.050" 2x4 2"x4"x0.045" SELF -MATING SECTIONS (SMB) 2x4 2" x 4" x 0.044" x 0.100" 2 x 5 2" x 5" x 0.050" x 0.118" 2 x 6 2" x 6" x 0.050" x 0.120" 2 x 7 2" x 7" x 0.057" x 0.120" 2 x 8 2"x8"x0.072"x0.22 ". 2 x 9 2"x9" x0.082"x0.2 f j Alf 2 x 10 2" x 10" x 0.092" x 0.374" w Q M O in I Two c'4 I M 1 "t w rzi w a. 4 l� M pW U as E- W O ENTS P: (941)456-7535 I: e: admin@southsunengineering.com w: www.southsunengineering.com CONTRACTOR: TREASURE COAST HOME IMPROVEMENTS, INC. PROPERTY ADDRESS: 9505 POINCIANA CT., FORT PIERCE, FL 34951 DATE: 11/09/2017 PROJECT NO: A1702118 Copy SHEET: Sol INSTALLATION NOTES: 1-WHER%PANEL IS FASTENED TO HOST FASTEN 1 X2 TO HOST @ 24" O/C AND WITHIN 6' OF CORNERS, JOINTS CHAIR RAILS. FASTEN TO MASONRY W/l/4"X2-1/2" TAPCON OR EQUAL. FASTEN TO WOOD W/1/4"X2-1/2" GALV OR SS LAG SCREW. IX2 PERRv=R 0 o a X C? w O N �F WAW %a z 0 VARIES nw. Z SEEPLAN k w CHAIR RAIL -SEE a y. PLAN FOR SIZE w ww VARIES Ov IX2 PERIMETER X -- VARIES ASSEMBLY NOTES: 1-FASTEN PER VIETERMEMBERS AT CORNERS W/#1 OXl-1/2"SMS INTO SCREW BOSS OF INTERSECTING MEMBER-(2) PER CONNECTION 2-FASTEN CHAIR RAIL PER FIGURE 1 2" CHANNEL INTERNAL OR EXTERNAL FASTEN TO COLUMN W/(2) 912X5/8"SMS #1258" FASTEN TO CHAIRRAIL / 12X/8MS-(2) TOP AND (2BOTTOM 1 PURL. GIRT OR HEADER I COLUMN -FASTEN TO 1 BEAM IN SIMILAR MANNERR I ALTERNATELY- WHERE TWO PIECE MEMBER IS USED FASTEN (INTERNAL) W/(4) #IOXI-1/2"SMS FIG 1 INTO SCREW BOSS 95 REINFOJI-7/8" 25" LAP MIN. R. 95 REINFORCING BAR #5 LAP SPLICE 10 #5 STD. 90' HOOK �2� LAP SPLICING DETAIL 2�,J SCALE: N.T.S. NOTE: FOR NEW FDN/SLAB TO EXISTING FDN/SLAB, DRILL A 1/2" DIA HOLE TO A DEPTH OF 6" INTO EXISTING CONCRETE. PROPERLY CLEAN HOLE AND ENSURE CONCRETE SURFACE IS FREE FROM LOOSE AGGREGATE. FILL DRILLED CAVITY W/ STRUCTURAL EPDXY TO PROVIDE A MIN BOND STRENGTH OF 4000 PSI. EMBED A 12" #3 BAR 6" INTO EXISTING CONCRETE. #3 BAR TO BE SPACED AT Y O.C. MAX CONCRETE ANCHORS FOR ALUMINUM STRUCTURE FRAMING SHALL PENETRATE THRU PAVERS INTO FOOTING 2-3/4" MIN. (TYP.) SEE DETAIL 1/03 FOR MORE INFORMATION. SCREEN IN -FILL DETAILS GRADE DE , 02 SCALE: N.T.S. S FOR CO G W/ ON 3" CHAIR (TYP.) /'3-'\ 8"X8" STRIP FOOTING W/ PAVERS 2�,/ SCALE: N.T.S. _i 3'-0" Y-8" 3'-8" i 2X2 X 10'-4 IX2 _ IX2 X 3X.12 r, z O N M xx as �/v y WLL N N 00 M °-CIO � x l aU v A H . llll�Q���'o � wx Uo o 30'-11" - W EXISTING HOUSE H 4 w W PAVER DECK x _ � o F - 8 "- - - _ ,P 25 - ..A 3�� W 5'-6 " I 8'-6" � IX2 N M' x' M N >C M 2X3 X2 SCREEN IN -FILL WALL PLAN (NON -BEARING) SCALE: 3/16" = P-0" �-- 5'-8' -- IX2 I N 12X3 W N Z� o�ON � M � H aw H Pq N O �u HH Z � a is P: I (941) 456-7535 e: admin@southsunengineering.com w: www.southsunengineering.com CONTRACTOR: TREASURE COAST HOME IMPROVEMENTS, INC. PROPERTY ADDRESS: 9505 POINCIANA CT., FORT PIERCE, FL 34951 DATE: 11/09/2017 PROJECT NO: _ A1702118 F fle COP, HEET: S02