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HomeMy WebLinkAboutENGINEERINGCONTRACTOR: The Porch Factor.,, -" LC. DESIGN CRITERIA: 11 Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part I -A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 16 09.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT =150 MPH, VAso =116 MPH 3. Exposure Category, Section 1609.4.3: C 4. Screen Enclosure Section 2002.4 Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% -ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or # 12 screws 6" from ends and 12" center to center. 5. All Porch Factory Beam Sections are to be stitched with #12 screws, 6" from ends and 12" center to center. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen. unless approved by Suncoast Aluminum Engineering, LLC. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. All flashing and waterproofing shall be provided by the contractor. 11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. Roof Beam Type Roof Type: MANSARD WIND SPEED AND IMPOSURE HAVE BEEN DETERMINh ;ING THE ADVANCED TECHNOLOGY CC _. _IL'S WEBSITE AND GOOGLE EARTH. CONCFALED FASTENERS ORATTACHMENTS ARE THE RESPONSIEIM OF THE CONTRACTOR OF RECORD io 1X2 x 2X2 C X / N N 1X2 +K-- 8'-0• --1 GGAYClN rEftw THESE PLANS AND ALL PROPOSED VVORK ARE 8131EGT i 0 ANY GOP' E, , TIONS D� R"'I fI ICI , 1� fl 1 i >•t�kT RFOUIRED MAY BE IINEUMSSk-Tf lid 011110EP ? U COTIAPL.Y M.-TM ALL A. PPWIPA4rg aQBES, 4X-0" ST. LUCIE COUNTY BUILDING DIVISION RIEV1EV'J'= FOR C©GifdPL REVIEWED BY DATE PLANS AND PE BAIT MUST BE KEPT O JOB OR NO INSPECTION WILL BE MADE —--- ------------------------------------ ro / \\ i 1V7/TV01 \\_ N 0 o N m I L ,a 2X3 b na 2X3 O unia 2X3 N A-2 fa. 2X3 n Uia 2X3 N N 2X3 IX2(TYP) H-1 A-3 A-2 7'-2' 7'-2" 7'-2' 7'-r to I N - o �• 0o1J = D-� Uzi v IW �' Q ``--<0 !` !//IIII1W PROFESSIONAL SEAL 0 0 El 0 a d W I= R O LU OT IY aW EDm W Vf - :3 Z Q W W 2z Qz Z Ls� O� W I- IJL ri re ZUo J '~ J tn x rE Z Q tu- CDO LL JT91 p Lu rr4 4 ZE5W3 o� Z M�� to LU �uI-"- 6i to LU QO Q IX U b ogwN 0:5 J of M a °L TP DATE DRAWN 01 /03/18 REVISION nmg !:I SHEET No: a cg z U c 0 0 rL A-1 ALUMINUM MEMBERS HOLLOW SECTIONS 2x2:2"x2"x0.046" 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" 2x5:2"x5"x0.050" OPEN BACK SECTIONS Ix2: 1"x2"x0.040" 1 x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMM 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT PFB: PORCH FACTORY BEAM MEMBER SIZE EDGE "C" 2X4SMB Jz" 2X5SMB 1" 2X6 - 2X10SMB 1 Y2" MEMBER SIZE EDGE "C" 3.75 PFB i2" 5.75 PFB 1 & 6.75 PFB 1 y2" I 118" x 2" x 2" EXTRUDED ANGLE 5052 H�2 ALLOY EA •_ SIDE \��•• '. � � Q' 0 UPRIGHT co C v 1"x 2" O.B. BASE PLATE -TYP ; 11/4•MINCONC n N ANCHOREMBEDMENT 21/4'MIN CONC •* n ,ANCHOR EMBEDMENT ' ' ' 6 �•. • O • • //// '• •• G, V ... • • !` •y •Q"O NCO' a Sd MIN EDGE DISTANCE FROM �.l ° \�\\ SLAB /FOOTING •- a + . • °a '` . ' OUTSIDE EDGE OF LAB EXTERIOR OF COLUMN O 2 1/2" x 1/8" x (GIRT OR PURLIN SEE PLANWIDTH + 1/2" x BEAM DEPTH i PROFE 11 L SEAL SIDE VIEW OR UPRIGHT DEPTH -12") ALUM BACKING PLATE (1) 1/2" DIA. THRU BOLTw/ NYLOCK 6063-T6 ALUMNINUM JAM NUT- IN LIEU OF NYLOCK JAM ❑ NUT, JAM NUT W THREADLOCKER (1) 3/8" DIA. CONCRETE MAY BE USED I CC W W SCREW ANCHORS TIGHTEN TO CONTACT- DO NOT O C (2 1/4" CONC. EMBED) OVERTIGHTEN U i (4) #10 x 1 12"SMS INTO BOSSES � � $ SCREW CHAIR RAIL MEMBER I LL = ' Z UJ cc A• . « .• s ° "� 1" x 2" BASE PLATE ANCHORED TO I W w w 4, . • 4 ° CONC W/ 1/4" CONCRETE SCREW ANCHOR 1 1/4" EMBED) g 1 i i Z Q Z Z SLAB / FOOTING "�' ° (MIN. 6" MAX EACH SIDE OF POST AND i UPRIGHT/BEAM Z Q u ZO u SEE PLAN 4° ,; ;. 24" O.C. MAX W = F- aC LL FRONT VIEW C PURLIN OR GIRT TO BEAM OR POST DETAIL B rSCALE: UPRIGHT TO CONCRETE DETAIL SCALE: NTS NTS A-2 Z V J A-�] G ? Q N _ Q LLI W _j 9 cp w Lu G " C4 in z NOTE: O W Z !a !a u SEE CALL -OUT BELOW FOR # OF SCREWS. V ¢ N N SCREWS SHOWN FOR ILLUSTRATIVE Z 0 o � 8�C c PURPOSES ONLY. DO NOT COUNT =) Z m ae O SCREWS ON DRAWING. in LLB BEAM NOTCHED 2" x PURLINS ATTACHED TO SMS @1 1/4" O.C. OVER UPRIGHT BEAM w/MIN (4) #10 x 112" SMS 0 TOTAL) (SEE A-1 FOR SIZE) PLACE WASHER UNDER SCREW IN GUSSET CORNER (14 �2" x PURLIN ( 3/16" 5052-H32 GUSSET '` EAVE RAIL (SEE A-1 FOR SIZE) ( N INTERNALLY SCREW THRU BEAM I ~ W/(3) #10x112"SMS 2" x 3" EXTRUSION � � ! � La 0 1" x FASTEN TO EAVE RAIL ® Lu 1 1/4" TYP / / Is • 2" x 2" x 1/8" x 4" LONG ALUM r W/ #10 x 1 1/2" SMS 6" FROM 6/8" TYP 1" x 2" x 0.044"OPEN BACK ANGLE EACH SIDE UP UPRIGHT W/ UPRIGHT & 24" O.C. 1 /5" FASTEN TO EAVE RAIL W/ I (2) #12 x 3/4"SMS INTO PURLIN 0 Q W N 3 f 3 Of #10 x 1 12" SMS SPACED V' (2) #12 x 3/4" SMS INTO 2" x 3" (1) 1/2" DIA. x 2 12" THRU BOLT 3 28' 8„ FROM UPRIGHT & @ 24" O.C. (2) #12 x 3/4" SMS INTO UPRIGHT Q J �. 'T W/ NYLOCK JAM NUT- IN LIEU 1' �r" ! (2) #12 x 3/4"SMS INTO 1" x 2" _ A 0 J OF NYLOCK JAM NUT, JAM NUT p MIN. W/THREADLOCKER MAY BE USED t 5 a B" DRAWN BY I UPRIGHT / EE (SEE A-1 FOR SIZE) 5„ NOTES: TP INSTALLATION REQUIREMENTS: 8 1. GUSSET DIMENSIONS ARE MINIMUM (2) I DATE DRAWN BOLT IS TO BE INSTALLED AS TO REQ'D - (1) EA SIDE OF BEAM - MAY BE NOT DAMAGE BASE MATERIAL. INTERNAL OR EXTERNAL. 01 /03/18 DO NO OVER TIGHTEN. PATENT PENDING 2. AS BEAM SIZE CHANGES, ADD OR REVISION SUBTRACT SCREWS TO MAINTAIN 1 114' C/C SPACING. Ql 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. UPRIGHT TO BEAM CONNECTION F SLOPED PURLIN CONNECTION DETAIL © SHEET NO: n SCALE: NTS E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM A-2 SCALE: NTS A-2 /� -� SCALE: NTS /'1 G /'1 . I A-2 1 a L D 6" WIDE x 0.125'Z' BRACKET EACH BEAM 2 t 1/8" S.S. CABLE 6' WIDE x 0.125'T' BRACKET NOTE: @ ATTACHED TO FASCIA W/ 3/8" x 3" LAGS (3 1/8" x W x 1 1/4" A-36 GALV. STEEL CLIP W/ (2) 3/8" DIAL �� `(i • • • • /�/ •. CJ / @ EACH BEAM ATTACHED TO (2) 3/8" DIA. x 4" LAG SCREWS FOR PER BRACKET) AND (1) 3/8" x 3" x 2 3/4" EMBEDMENT � � .• /� i FASCIA W/ 3/8" x 3" LAGS (3 SPANS GREATER THAN 30'-0" LAG @ 24" O.C. AT GUTTER CONCRETE SCREW PER BRACKET) AND (1) 3/8" x 3" (1) 3/V DIA. x 4" LAG ANCHOR [_. 4(/ o _ On O O• V LAG @ 24" O.C. AT GUTTER (1) 3/8" DIA. x 4" LAG SCREW INTO EXISTING _ , 1" x 2" x 0.044" OPEN BACK SCREW INTO EXISTING OVERHANG FRAMING 1" x 2" x 0.044" OPEN BACK () " W/ 2 #10 x 21/q24 OVERHANG FRAMING DBL. COMPRESSION SLEEVES - a W - * N ii• Q = O W/ (2) #10 x 21/2" SMS THRU OR RAFTER TAIL BEAM INTO SCR OR RAFTER TAIL ! ."' ti o • . a .m - Li O (n� ) Z IQ- BEAM INTO SCREW BOSSES a a i ` ( 1)#10x11l2"SMS6„ (1)#10x' e® ° i '. FROM BEAM AND 24" O.C. FROM BEAM a b • % o i !� , •' ��/j ~ '/I\ /Illlll\\ •• I PROFE SIONALSEAL -SLAB SEEPLANOTING MATINGELEMENT 1/8" S.S. CABLE2" x 2" x 118" x 2 CHAN CONTRACTOR TO VERIFY 1 1/4" x 5 5/8" x 1/8"CONTRACTOR ❑RECEIVING ` TO VERIFY (4)#14x5/ FASCIA- IF LESS ALUM FLAT BAR 6063-T6 ALUMINUM 0 W w • 2" x 4" FASCIA - IF LESS 1-1/4" O.C. INTO BEAM THAN THAN 2" x 4" FASCIA, 2" x 4" U O. `. 1/8" x 2" x 2" x 2" ALUM • THAN 2" x 4" FASCIA, 2" x 4" • o SUB FASCIA SHALL BE �5" EACH SIDE SUB FASCIA SHALL BE PLACED OVER, LENGTHEN > a§ W for '^ ANGLE W/ (4) #14x 3/4" SUPER PLACED OVER, LENGTHEN SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY LAG SCREWS TO FULLY PENETRATE SUB FASCIA m SLAB/FOOTER MID DEPTH LL 0 Z �+ W 00 q EACH SIDE OF BEAM PENETRATE SUB FASCIA IF OTHER FASCIA, ADD 2" x ° d CC Q w LLI cc m � IF OTHER FASCIA, ADD 2" x 4" PT FASCIA w/ 1/2" LAG ' : ; ' , ..g: m 0-2 , g 4" PT FASCIA w/ 1/2" LAG 5" SUPER GUTTER BOLTS -1 1/2" INTO TRUSS " w W � BOLTS -1 1/2" INTO TRUSS TAILS - COUNTERSINK n Z � z p z ui J z 21/8" x 1 1/8" x .062" (MIN.) TAILS - COUNTERSINK FLUSH. WHEN INSTALLING FLUSH. WHEN INSTALLING ' s 0 w , 2 z Q z ALUM RECEIVING CHANNEL 1/2" LAG SCREWS, 1/2" LAG SCREWS, Z O u Z c`�i 2 m O � W/ MIN. (2) #12 x 3/4"SMS PRE -DRILL w! 3/8" DRILL TO PRE -DRILL w/ DRILL TO W � LL LL PREVENT SPLITTING. SPLITTING. PREVENT SPLITTING. (1) 3!8" DIA, x 3" EMBED SLAB /FOOTING CONCRETE SCREWANCHOR SEE PLAN G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL A-3 SCALE: NTS G'l GUTTER BRACE &PURLIN ATTACHMENT DETAIL H-_ CABLE CONNECTIONS AT FOUNDATION SCALE: NTS Z U J E" A_3 SCALE: NTS A_3 j J �w � Q , ry Z z� Vf ,§9 Q Lu rnm W m'i m m z 0 LLI Z GUSSET PLATE SELF MATING V N N z � Q PER ESERIES BE4M C ? zcc J O N LL! aca� (9) #14 x 314 SMS 4" WOOD: PURLIN M 118" PLATE ON 45° ANGLE - #10 x 3" WOOD SCREWS, 6" 6063-T6 ALUMINUM FROM GIRT & @ 12" O.C. - f r CONC: r 1/4" DIA. x 3" CONCRETE CONTRACTOR TO INSTALL SCREW ANCHOR, W (2) #14 x 2" SMS THRU BRACE N FROM GIRT & @ 24" O.C. INTO BEAM THRU GUSSET • • • • /r (4) #10 x 1 1/2" INTO PLATE / mm ^ ^ W SCREW Boss DETAIL #2 • — — - 0 w EYE BOLT FOR CABLE TENSION • c) • J W g��0) O 2" x 2" OR 2" X 3" HOLLOW 1 1!2 CONTRACTOR SHALL RUN J�Q'M m O -1I d LL U_ SECTION GIRT 1/4" THRU BOLT TO ATTACH PERIMETER FRAMING I 4" W/ NYLON WASHER & ( DRAWN BY 1" x 2" MAX. STAINLESS STEEL NUT • • € TP • 5,Lj DATE DRAWN 11/2"x5"x1/8" %(4)#12EAMEMBER 01/03/18 5052-H32 PLATE REVISION DETAIL #1 0 _ C'� 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL H'2 CABLE CONNECTION AT CORNER Q - A-3 SCALE: NTS A -3 SCALE: NTS A_'3 SCALE: NTS SHEET NO: A-3 1 �{ — \ •• V/ / Q • 4 O ll4^u VJ � 1 Lu O L)�z ��V'0— �— .• 4 oe \o PROFESSIONAL SEAL c a CC O w U a a a WILL ? Z Lu O c� a ccJ m Z a W Vf� -4: z L Z Q Z OU ZU w f=-•� c a c�. z 5 ` LL C z C C V 0 c J - a cr t=/1 a V• .i z z o$ W W j T T OLu Vml W 1"x 2" O.B. FASTENED TO CORNER z C POST W/ #12 x 1 1/2" SMS AT W FROM = z m F 1/8" x 2" x 2" EXTRUDED TOP & BOTTOM RAILS. TYPICALLY @ O 24' O.C. N Lu 3 ANGLE.5052.H-32 ALLOY _.._ . _ _ • • (4) #14 x 3/4" SMS a • • INTO DJ CORNER POST 118" x 2" x T' EXTRUDED ANGLE 5052 H-32 ALLOY EA CORNER Wl (2) #14 x 2" a z a SMS INTO POST & (1) 3/8' DIA C I6" CONCRETE SCREW ANCHOR INTO a CONCRETE ONC sLNH 2 #10xll/2"SMS THRU SCREW BOSSES_.___............. H2 SLAB / FOOTING EDM()' BEDMENT ° ' ° a ' . .SEE �•c PLAN : �a • s' ;• 21/4"MINCONC a e ANCHOR EMBEDMENT ip SLAB / FOOTING a. '. SEE PLAN ems' 4 , U a SIDE VIEW 0 SIDE VIEW Q U s (1) 3/8" DIA. CONCRETE (4) #14 x 3/4" SMS INTO POST q� 2' CORNER POST W/ 1"x 2" @ J c BACKSIDE W C z SCREWANCHORS (21/4" CONC. EMBED) 2" x y' DJ � < O g V LO 3/8" x LENGTH AS REQUIRED _I M FOR 2 1/4" EMBED CONCRETE M O J n• `- V" _ — - - 1"x 2" BASE PLATE — _ SCREW ANCHOR INTO I CONCRETE ANCHORED TO CONC W/ 1/4" _ _ aQ .. ; DRAWN BY + $ " 1 CONCRETE SCREW ANCHOR TP • • d (MIN. 1 1/4" EMBED) '' 1"x 2" BASE PLATE ANCHORED TO CONC W/ 114' n e , s ? &' MAX EACH SIDE OF POST AND 24" O.C. MAX • . a• a ; , ; DATE DRAWN CONCRETE SCREWANCHOR <,• s a s° ; 01/03/18 (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST „s +:a v a •. �° s+ a • REVISION AND 24" O.C. MAX .. 6" s e d ? w • Q _ FRONT VIEW FRONT VIEW © _ ��- DOOR JAMB TO CONCRETE DETAIL CP-)\CORNER POST TO CONCRETE DETAIL SHEET NO: A_A SCALE: NTS A_4 SCALE: NTS A-4 DESCRIPTION: Lot 28, according to the plat of NORTH FORK ESTATES SUBDIVISION, recorded in Plat Book 31, Pages 9-9A of the Public Records of St. Lucie County, Florida. ADDRESS: 1345 Mallard Court Ft. Pierce, FL. 34982. F.I.R.M. ZONE: "X", Map No. 12111CO282 F, August 19, 1991. W J U a a MALLARD P.C.P. T � COURT 239.33' o B o O W VATER —CONC. 0 CONC. M M CULVERT—" — HEADWALL (C&T 4 86) WATER MITERED 120.00' TEL R/W o ® ® WATER TRANSFORMER 0 METERS ON CONC. PAD ELECT. UTILITY SERVICE Box tu.a.WIRES) 0 _ EASEMENT 6 1 N APPRox CONC. DRIVE DRAINFIELD co ' S. T 1 30.1' N t-- J 21.3 n MIN. SETBACK'";+:i, X6' CAL PRIVACY i� 13.7' WALL FRONT 0 �S ❑ 24.7 `r 0 0 SIDES _ �� d Do I STY. C. B.S. RES. °r cN��-o FLR. ELEV. — 14.70' r ff n 11.5' ci 24.3' CaV PORCH Aj 42.3' 30.5' POOL N it W W. 17.3' CONC. N WELL C CONGQR � DECK PAD —�_� az.T' in N o O . q V_ z 27 LOT 28 29 0 DRAINAGE AND 1` UTIL. EASEMENT TOP OF SLOPE H rt SWALE - N f- TOP OF SLOPE OHW OHW (caper 4286) N88'54'33"W 120.00 oHw O N LOT "E" \— PLAT BOUNDARY, b W z P.C.P. a r. d U L,J U z J J PLAT BOOK 3, PG. 64, ST. LUCIE COUNTY I HEREBY CERTIFY, based on my knowledge and information, that the plat hereon represents an accurate field survey performed under my direction and is prepared in accordance with minimum technical standards' established by the Florida Board of Land Surveyors (Chapter 21HH-6, F.A.C.) pursuant to Section 472.027, Florida Statutes. There are no apparent encroachments or uses except as shown. NOTES No search of the public records for determination of ownership or restrictions affecting the lands shown was performed by the surveyor. Prepared exclusively for those parties noted. No liability or responsibility is assumed by the for Not valid unless embossed with the surveyor's seal. surveyor use by others not specifically named. CERTIFIED TO: DESCRIPTION DATE BY CK WARREN F. MILLARD, JR. & WILLA MILLARD; PACE 2000, INc. BOUNDARY SURVEY 7-15-92 CP SB HARBOR FEDERAL SAVINGS AND LOAN ASSOCIATION; FOUNDATION 9-25-92 CP SB DESCRIPTION REFERENCE: Prepared by Survey( BEARING REFERENCE: Plat - 0 Mallard Court. TRADEWINDS GROUP cD Q/riIJ�CiQ/J 7410 S. FEDERAL HIGHWAY, SUITE 207 PORT ST. LUCIE, FLORIDA 34952 TEL:, (407) 340-3281 STEPHEN C. FL P.L.S. 4135 AS —BUILT SURVEY FINAL RECORD SURVEY 12 -02- 92 SB SCALE: 1 "=30' JOB NO: 6223 LEGEND ` O-Set Iron Rod and Cap (Buckley LS 4135) ❑ -Found CM •-Found Iron Rod (and Cap) p -Found Pipe (and Cap) ABBREVIATIONS fL-Basellne; BM=Benchmark; q-Centerline; C=Calculated; CAN -Cable TV; CM= Concrete Monument; CONC=Concrete; D=Deed; &=Delta or Central Angle; E-Eaet; E'LY Eoaterly, E/P-Edge of Pavement; ESMT Easement; F.I.R.M.=Flood Insurance Rate Map; FND=Found; IP-Iron Pipe; IR8<C)-Iron Rod (and ID Cap); L=(Arc) Length; M-Measured; MH-Manhole; N-North; N'LY-Northerly, NGv(D)-Notional Geodetic Vertical (Datum) of 1929; NTS=Not to Scale. OHW=Overhe'd Wires; I_ Property Line; P=Plat; PC -Point of Curvature; PCC-Point of Compound Curvature. PCP - Permanent Control Point; POB-Point of Beginning; POC=Point of Commencement; PRC-Point of Reverse Curvature; PRM-Permanent Reference Monument; PT=Point of Tangency PU&D-Public Utilitly and Drainage; R=Radlus; R/W—Right—of—Way, S-South; S LY Southerly, T-Tangen • TEL=Telephone Splice or Switch Box; W-West; WLY Westerly, UTIL=Utlllty(lesy .%W_Spot Elevation based on Indicated Datum