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Home My WebLink AboutPLANSFBC APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 26 Gauge AG Panel 10/13/16 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727.1 26 Gauge AG Panel 10/13/16 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 Series 402-14 09/07/15 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL77996.5 Series 407 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 Model 203 06/31/15 MAXIMUM ALLOWABLE WIND SPEED 180 180 SCANNED BY -St, Lucie County METAL CARPORT INSTALLATION PLANS AND DETAILS -- AND FRAMING AND FASTENER SPECIFICATIONS 139 ``�� O q `6 170 ST. LUCIE COUN►Y B&J3v I REVTEWEDFORCO 180 REyIEWED tY — WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 139 Model 100 VS ql/06/16 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1 180 Model 185 SH 08/05/16 TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR GIRTS MAXIMUM (INCHES) WIND ULTIMATE NOMINAL POST/RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 110 TO 150 89 TO 116 5.0 6 6 I C 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof pur ins. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7' to 27' (1.5:12 to 6:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. AP1U..----BE MADE. INSPECTION WILL FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR CAROLINA CARPORTS, INC. P.O.. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY.' BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE JOB DELAND, FLORIDA 32720 Certificate of Authorization. No. 00005492 GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph)- 110 120 130.140 150 160.170 180 12 14 30'Anchor 16 DetanID F 18 20 48' Anchor 22 Detail lC 24 26 Doo 28 60^Anchor 30 DDeil IC1C DETAILS 1 C AND 1 D SHOWN ON SHEET4. OF 5. GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS. PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 ■ 3/4' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER Q 6' O.C. AVERAGE. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER, ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST AND ONE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1 E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF. SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE wEJ-TT ANKR-TRE MODEL ATI252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014)- RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014 - BUILDING. 11. 14 GA FRAMING IS 2-1/2' x 2-10 TUBE STEEL (TS). NIPPLES ARE 2-1/4' x 2-1/4- 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1W x 2-1/4' TS. NIPPLES ARE2- x 2' 12 CATS FOR 12 GA FRAMING. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPN9ABLE CODES. CONCEALED FASTENERS OR ATTACHM: ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN. PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE. FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CAROLINA CARPORTS, INC. BECNTOL ENGINEERING AND TTS r,/nt cu. „mmWbrtW wo lbouu mmm Dams 6/L0/17 NTS BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL-UPDOOR SWINGINGDOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As ap Amble) (As applcable) 77 -- ENCLGSED LENGTH VARIEG _ — TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END. ELEVATION NOT TO SCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE NOT TO SCALE NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As aPpicable) (As app9mble) (As applicable) 7L7 mi IE7 -r TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTTOSCALE NOTTOSCALE BOX EAVE FRAME RAFTER OPEN CARPORT -VERTICAL ROOF X EAY_E FRAME;RAFTER`-ENrL"OSED BLDG �-VERTLCALROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF - ' ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR As applicable) (As appOmble) (As appliwl,M) (As applicable) O"�CC��--+! TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICALSIDE ELEVATION `T�= r_ TYPICAL —END ELEVATJON,.dLi TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOTTOSCALE NOT -TO SCALE�S.�fS!`—'- �NOTTO SCALE^—"� - _� NOTTOSCALE NOT TO SCALE BECHTOL E • TESTI xR.. _ 605 WEST NEWDELAND.FLI ORI ^- cer6fica fe!°�92 • -s Z - Thomas Bach e oa B - - CAROLINA CARPTS',% INC. TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NDC NL ENGINEERING AND TESTING, lne. 6/20l17 NOT TO SCALE NOTTOSCALE NOT TO SCALE NTS of aL G770D7 miswNo oaimwcu, onmtlLxrx..o Ynmua is+s a TB - SHEET 2 OF 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-14 x 3/4' SDFs WITH CONTROL SEAL WASHER @ AVERAGE S'D.C. SPACING 12 Q3 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314' SDFS AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE NOT TO SCALE 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-14 x 314' SDFs WITH CONTROL SEAL WASHER Q AVERAGE 6' O.C. SPACING 12 Q3 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x_ 3/4- SDFd AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE-.HORIZONTAL ROOF NOTTO SCALE ON SEE TABLE 1 SHEET TYPICAL RAFTERIPOST FRAMING PLAN - BOX EAVE NOT TO SCALE 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SELF-0RIWNG SCREWS AT EACH END (4 PER BRACE) ROOFEXTENSIONOPIION MAINSTRUCTURE STANDARD UE To OPIION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAMERAFTER) SEE TABLE 1 SHEET c 26 GAL GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH #12-14 x 34' SDFS WIT1i CONTROL SEAL WASHER 0 AVERAGE 6- D.C. SPACING � 1-112' 18 GAUGE FURRING TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-I W 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 912-14 x 3/4' SELFCRIWNG FASTENER SPACED NOT MORE THAN 48' O.C. TYPICAL s a SEE TABLE 1 SHEET 1OF5. Imo" LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS POST/RAFTER-FRAMING. PLAN - VERTICAL ROOF NOTTOSCALE - TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE . OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE 2-1/4' FOR 12 GA FRAMING 2-12' FOR 16 GAUGE UCHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2)#12-14 x 3/4' SOTS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scek 1-1/Y 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x SW SDF SPACED NOT MORE THAN 48' O.C. RAFTER ROOF INSTALL12' x MINIMUM W EXPANSION ANCHOR THROUGH BASE RAIL WITHIN W OF EACH RAFTERBOW POSTS ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS 4' MINIMUM 7 MINIMUM MINIMUM 2-1/2' EMBEDMENT 12- ONOUTHIC CONC. FOOTING (255W PSI MIN.) REINFORCED WTRI 2 #Ss CONTINUOUS CONCRETE BASE RAIL ANCHORAGE LM Na TOSab (OPTIONAL) DRILL 5/6' HOLE THROUGH THE �2'WASHERS BASE RAIL AND SECURE TO CHOREYE WITH I2' DIAMETER ITS CONTINUOUS (SEE_GROUND ANCHOR SCHEDULE, SHEET 1 OF 5, FOR REQUIRED ANCHOR) L CONTINUOUS4' CONCRETE P7 E<TTi 4; EYE ANCHOR CONCRETE BASE RAIL ANCHORAGE LC Not To Sale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETA 113) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS BASE/WINDOW RAILOR NONSTRUCTURAL HEADER-� 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) ANDRAFTER CHORD/RAIL WITH (4) #72-14 x 314' SDFs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POSTTO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR Not To Sale 24.1 48' 16 INSTALL 1l2' x MINIMUM 5' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALLSECTIONS EMBEDMENT MINIMUM CONTINUOUS 4'CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE 1B Na To Sale (OPTIONAL- OPEN CARPORTS ONLY) 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314' SDFS RAFTER POST BOX EAVE RAFTER/POST DETAIL '� Naro sale TS RAFTER 142' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO POSTAND BASE RAIL WITH (4) #12-14 x 3W SDFs, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL �1 END POST/BASE RAIL CONN. Nat To Snle DRILL 5/8' BASE RAIL TOP OF ASPHALT F OR STABLE GROUND EYEANCHOR 5/8' ROD 487 LONG WITH W HELD( OR 5/8' ROD 60' LONG (SEE GROUND ANCHOR WITH T HELK SCHEDULE, SHEET I OF 5, ASAPPL,CABLE FOR REQUIRED ANCHOR) IN BOW `BASE RAIL .DEEP ANCHORA Not To 3' BOW RAFTER DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EVE WITH 12' DIAMETER OR STABLE WASHERS -TS CONTINUOUS BASE RAIL EYEANCHOR (SEE GROUND ANCHOR 518' ROD 30' LONG SCHEDULE, SHEET 1 OF 5, WITH DBL 4'HELIXFOR APPLICABILITY) 24.16 GA UCHANNEL BRACE (5' TO T POST) C 48' 16 GA UHANNEL BRACE (8ITO W POST) BRACE ANGLE SHALL BE MIN. 45• TO MAX. 60' FROM HORIZONTAL NIPPLE TO BASE RAIL �S' LONG TS NIPPLE SECURE RAFTER AND POST NIPPLE WITH (4) #12-14 x 3/4' POST sn vnen i ner_ veesueos BOW RAFTER/POST DETAIL Na To Sale f�i Z' x Z' x 2' 16 GAANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT.WITH (4) 012-14 x 3/4' SDPS (2) ON TOP OR BOTTOM, (2) ON SIDE HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Y Not To Scale BASE RAIL ANCHORAGE Nol To Sale 6* LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 012-14 x 3W SDPs POST CONTINUOUS BASE RAIL �1 POST/BASE RAIL CONN. DETAIL. � Not To6alo ' Florida \\\lll.lilffl6 6�6 .•_.�L�Ia `a_ Pi. �i SIOW��\\ 111111\\ TxTXT 16 CA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314' SDPs, (2) ON BOTTOM, (2) ON SIDE END POST END POST/RAFTER CONN. DETAIL Not To Scale 1-12'x 1-12'x 2.10 GA CLIP ANGLE SECURE TO RAFTER POSTAND GABLE RAIL WITH (4) #12-14 x XV SDPs 2 ON TOP, 2 ON SIDE RAFTER POST 1-12' x 1-12' x T 16 CA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFs, 2 ON TOP, 2 ON BOTTOM GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11A Not TO Sege #12-14 x 3/4' SDF @ 12.O.C. GA ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. gaivantzed steel with baked on epoxy primer & polyester top coat DBL. HDR. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF-DRILUNG FASTENERS 8 RAFTER POST/DBL. HEADER DETAIL Not To Scale 1-1/2' x 1-12' x 2.16 CA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3t4' SL TOPANDBOTTOM i 1-1/2' x 1-12' x T 16 CA CUP SECURE TO RAFTER AND RAIL WITH (4) #12-14 x 314 2 ON TOP, 2 ON B 6- LONG TS NIPPLE SECURE RAFTER AND POST TS CABLE RAIL TO NIPPLE WITH (4) #12-14 x 3/4- SELF-DRILUNG FASTENERS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11B Not To Scale '— — 6' LONG TS NIPPLE SECURE EACH WITH (4)#12-14 x 3/4' SELF -DRILLING FASTENERS LONG TS NIPPLE TS POST 1�• I SECURE WITH (4) 0 12-14 x S SECURE WITH FASTENERS HEADER DBL HDR. ,,/� RAFTER POST/HEADER DETAIL �,Not To Scale RAFTER RAFTER IT LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDF's, 24' 16 CA U-CRANNEL BRACE (5'TO T POST) 46' 16 GA U-CHANNEL BRACE (B' TO 14' POST) BRACE ANGLE SHALL BE MIN. 4S' TO MAX. 60- FROM HORIZONTAL BASE RAIL �\ BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL N 3/16' 6' LONG TS NIPPLE �SECURE WITH / I I 314'SDFs �2y,4' 16 GA PLATEREQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECONNECTON WITH (4) #12-14 x 3/4' SOFs, 2 ON POST, 2 ON RAFTER RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL hG Not To A SECTION Not Tc Scala #12-14 x 3/4' SDF @ 1T O.C. ,TS LEAN-TO RAFTER TxTxT 16 CA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4' SDFs, 2 ON RAFTER, 2 ON POST POST / LEAN-TO RAFTER CONN. DETAIL h� Not TO Scale 1"))()()111 R. H 4 38838 / 70NAL LOT 12 r --- SCALE: 1"= 30' U Ld LOT 3 U BENCHMARK: PK NAIL AND DISK SET AT THE EDGE OF PAVEMENT, NO IDENTIFICATION. LOT 11 1 LOT 10 N90'00'00"E(C) I 150.00'(C) + 1 75.0' 0 75.D' o UTILITY AND DRAINAGE EASEMENT I — — — — — 1I ------n------� 10' 26. D' a PURPOSED J o 6 BUILDING w N FFE-22.45 o 0 26.0' LOT 4 1 o GROUND o O In EL.-20.7 CONCRETE",, LOT 5 1 STORY ^ FRAME & STUCCO Iv No.7802 10 90.40' FFE-22.47 I� I I I I I 75.0' N90'00'00"E(C) DESCRIPTION LOT 4 AND LOT 5, BLOCK 34, LAKEWOOD PARK UNIT 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 2, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYORS NOTES 1) BOUNDARY INFORMATION SHOWN HEREON IS TAKEN FROM THAT PARTICULAR SURVEY PARTICULAR SURVEY PREPARED BY ALANTIC LAND DESIGNS, .DATED 4/ 03/13. 2) ELEVATIONS SHOWN HEREON ARE BASED ON ST. LUCIE COUNTY BENCHMARK "TONIC", A BRASS DISK SET IN CONCRETE HAVING A PUBLISH ELEVATION OF 6.00 METERS (19.685 FEET) NORTH AMERICAN DATUM OF 1988 (NAVD88). 2017TEPHILLIPS, LLC SURVEYOR AND MIAPPER'S ,SIGNATURE 1. UNLESS IT BEARS THE SIGNATURE/AND) ORIGINAL RAISED SEAL OF A FLORIDA LICENSEO`SURVEYOR,AND MAPPER)/THIS MAP/REPORT IS FOR INFORMATIONAL P16RpOSES;QN4C,-AdD•15 NOT VALID. 2. NO SEARCH OF THE P,RBIIC FtECORDS°Hk? BEEN MADE BY THIS OFFICE. , /f/ „/J '0 _ Ted E. Phillips, iPS ! ` wa TEPHILLIPS, LLC. PROVIDING SV1S,VEY1XG1 AND MAPPING SERVICES 102"SW Parish Terrace Port St Lucie; 'Florida T.(772)359-7023 F.(772)879-7023 ted—phillips@comcast.net SPECIFIC PURPOSE SURVEY PREPARED FOR: REVISIONS: Sheet 1 OF 1 Computed: TP Checked: TP 150.00'(C) CENTERLINE EL.-20.95 SANTA_ ROSA P. ._.:.—:''(70' ROGHT—OF—WAY) LOT 9 ---10.00' U 0 FFE-22.29 d 17 LOT 6 U w I MUUMUU U I FRONT SIDES —2 CNR SIDES REAR N ITECH. Nathen & Sara Hazellief Scale: 1 "= 30 Field Book: MISC5 Date: 9/25/17 Field Date:9/19/2017 Page: 56 FILE NO. 17-012