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Home My WebLink AboutTYPICAL TRUSS END• .. c c- L- Vj r W BJ1 1310 BJ; BJ: m 1'8, I WANNER I1n o u D v —177 D D cq D 7r 1D W ru GY m D co 3 W t� C,� m L t~y Al D Al bd G1 m M� r� r�� 24 ❑,C ° 24 D.C. H ---------- i-F�F-, 1-1 L "I w w w 01012 d- 7 HANGER SCHEDULE TRUSS BEARING HEIGHT SCFEDULE • UNLESS NGIED OQERWSE ALL HANGERS ARE USP 'HUMr. 8.-8" ELEV. ROOF TRUSS OE" OMMA TOLL 20 P.0. F1J)OR TRUSS RY9G1 GRIuw TOLL 40 pat TCDL. 7 p.af. TCBL 10 P.sf. B.CDL 10 P:af. B.C.D.L 5 P.af. TOTAL 55 pat TOTAL 37 P•af. DURATION FACTOR 1.25 DURATION FACTOR 1.00 Ir1R1 HARD ASCE 7-10 FLOOR TRUSS MAY BE AD"USTED mm SPEED 160 m.P.h. 2' FOR PLUMBING IF NESSARY mmmNG a'09 O1RE C FLOOR TRUSS SPACING BU . TYPE Gmn 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 � 4H 3 16 8n 0" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM IMS OFFICE THIS OFFICE MUST BE NOTIFIED VATHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES,. NO BACKCHARGES 1WLL BE HONORED. WARNING EOMMm 6 NET INE I+F_9'OI- f.011ENR1W. EN.IOH4 a$.Im A. OR R 9BIn1' O 11E 1b64 CE9GiR. {LTC YNAFACIUtFR, W 1R55 iA®i1'ATOC PERSO6 A1W:IEro Tws� Ma rAv7lGim m SILT iRfiLS9W11 AovAa ,acumen Nrstla caAWn wa s Awx Ia]AlRD m NalflT7 mRr1Nc AIn wRm+aNa 4rw1I DlaTml{ ARD iWMAraif M+AwI ww1 wr ¢ IavARao N 9ETSiC APa1CAlIOR Sff 7aA0ND TAm TR4SY5 mRrartARr Aw RFffilFlnAleib' (III) EUR FICfDaR e6WYA1FX 1PJI'.SS 943E B[ 457A1Im a A s'muaTr AND NAAm ro9nw. W Wa NO 9a 1MNC s Avn3m Dwirnr ro Tm .,m/aR NOTIDY OIOROa TI[Y 9WL rff 1Fu® AS RASQiFD W tla DID,®aD ppal. TIUS49 94LL 6[ NNnIeU WIN RGSpE9C ua HAam am�1w,H ro eMdr aw,,¢ a1 PnSbUL war. NOTE IT IS THE RESPONS ZUTY OF THE BUILDING DESIGNER OR ARCHITECT 70 PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTN'0. G SifRUC11RE PER REACTIGVS SNOMN ON iRUSS �T AND/IXt PWNBD70 (AND IN CONNECTIONS EN TRUSS SPACE NU BE GAORAMMED BY BUIDER ON APPR TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONMIU71ES ARE LIMITED TO THOSE DESCRIBED IN WTCA Y BRESTCWSImUTES IONS RUC71 IJI71ON MD/OR LIABILITY FORNTHE DESIGN. DRAWINGS DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWtEIX.E 1) AMORIZA71ON TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INGDDINGWALL HEIGHTS. ROOF PITCH. HEEL HEIGHT, OVERHANGS. CEILINGS, ETC. 3) TRUSSES V L BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOND BY THEIR. SIGNED TITLE DATE REOUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SIP DATE IS BASED ON OUR CURRENT DELIVERY SQEDULE ) R E 1 S I 0 0 N S RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 A"12 NEy' OFFICE 352-429-9429 ® COMPO_ NEN75 FAX: 352-429-7429 )" E—MAIL, TrussPlantCraneycomponents.Com Horton LOT/&)c Y. 4EBB 1828 Cali "D" FI S=1'-0 w5-29— 0 i'iLM. +wa 01, BJ1 BJ" BJ� m m 1180 L L L D v all D (Jl D D W ro c� c1 r�1 D 00 cT 3 W tj 'n m L- v t= Al D D Al D bd D f1l co a 24 Of ° 24 D.C. w w w L W�A cfl m d- d' HANGER SCHEDULE TRUSS BEARING HOGHT SCHEDULE • UNLESS NOTED OTHEMSE ALL HANGERS ARE USP 'HUS28'. B'—B" ELEV. ROOF IWZS DE" Ck lO T.CLL 20 p.sf. NDOR 1RD4 p C; 1 TOLL 40 pat TCDL 7 p.sf. TC.D1- 10 p.st B.CDL 10 0.s1. BC.D.L 5 pat TOTAL 37 P•sf. TOTAL 55 P.sf. DURATION FACTOR 1.25 DURATION FACTOR 1.00 VID STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 mph 2' FOR PLUMBING IF NESSARY BLODOHG DP(SURE C FLOOR TRUSS SPACING BUILDING 714E ca» 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER M TOP AND BOTTOM CHORDS 2X44� PLUT OVERHANG 12 6 6 8.r UNLESS NO OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN, DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BAQCCHARGES WILL BE HONORED. WARNING COWDRlOMIL FMMNm, FPFr..DW AM)/pN PWMfE]R MtAONO a TNT K RFSFRN- S2AM V K 1rm4 R9Wmr. PIAII YMlIACIIf@R, OR WUaS FAMOAILL BRINES max1FND 1mrs� Amt vro sRN FROW W.LL A01� 1@W,®N 5 Ai- ETFCDON BRAON veoa a AWED RFLJEED m R+rE.OrT 1poPLND Arm OWBIm1I DUAIO O�DDIt ANp RWYMiNr BINARND IFOOI WY � NPL80 N SELSIC AiH1CATm1S Sff'BiMSq rg00 1RU595 CAMRARY Arm �ADOAlRR14' (1Ns-9G iDR FVRWmt NEUfYA1mN 1Ru55i9 BIAIL � INS1ALLm N A S1AI191T /Nm PUam P0:]II(il. Y1pF. NI yQ 1NNp a ARrm Drasnr m tDP um/oR eonaM cams 1NEr suu. a 1Fuan As scum a ra ERXNmm MIS+. tRu� swA a xumlm wN RG`IIIAME C7(3 cuRaD FRFLTIaN ro RSV4INT DwA¢ NN Pn+saut Furor, NOTE IT IS THE RESPONSIBILITY TY OF 7BUILDING DESIGNER OR ARCHITECT ON IECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES To SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS EPN IWan C. 'SPECIAL CONSIDERAVONS FOR MECHANICAL EQUIPMENT AND/OR PWMBINc LAND THERE CONNECTIONS) W TRUSS SPACE MUST BE L1AGRAMMED BY eUBDErt ON APPROK� TRUSS LAYOUT PRIOR To FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBOIRES ARE LIYl7ED TO THOSE DESCRIBED N WTCA 1-1995'DESIGN RESFOISIBIURFS'. ACCONDIN0.Y. IT DSOMMS ANY RESPONSIBIUTIES AND/OR LIABILITY FOR THE CONSTRUCTION DEIGN. DRAWINGS, DOCUMENT' INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY IHS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 11 AUIHOI2ATIOI TO PRO® MIN FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INC UDING WALL I®OTT , ROOF P170H, HEEL HEIOIC OVERHANGS. COLLNGS, ETC. 3) TRUSSES VdLL BE MADE IN S7RICr ACCORDANCE WITH THIS TRUSS LAYOUT. A) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THETA. SIGNED TITLE DATE REQUESTED TRUSS SHIPUENT DATE C ACTUAL TRUSS SHIP DA7E IS BASED ON OUR LVRRUIT DELIVERY SCMDUEE ) R E V I S 1 0 O N S RANEY COMPONENTS, LLCC�� 19990 independece Blvd. GROdFl.. 34736 RA" HEY' OFFICE: 352-429-9429 ® COMPO_ NEN7S FAX: 9-7429 E-MAIL L• TrusTrussPlantGQTGneycomponents.com Horton Lo 55 Creekside BB 1828 Cali "D" FS 1'-0 5-29- O1 GLM VF22 J L 0 L J E C 0 D 0 D J 0 D U L it sr U 7 I ll n D U U I D D f- D OST— 2 SET 5/8" IR/C SET 5/8" IR/C LB 4286 (TYP) LB 4286 ,(T- 6 , �,�r�i1d\JUVIJJ R=1630.00 , -•�� A=2'26'50" sA � L=69.62' st usda Cow Ap MIN. SETBACK REQ. , o FRONT SIDES CNR SIDES REAR PROPOSED ZING. m TECH. COVERED LANAI o 0 14.01 14.01' o p 28.67' 1100'. o M o 00 c6 c6 f 11.00' LOT 54 LOT 56 PROPOSED F.F.E.=17.57 13 LOT 55 PROPOSED F.F.E.=18.40 CREEKSIDE PLAT N0. 1 16 7S CREEKSIDE PLAT NO. 1 PROPOSED MODELr BB/D 8 P.B. 55 PG. 12 P.B. 55 PG. 12 0 o F.F.E.`8 VACANT W � rl VACANT 0 CO t° AREA SUMMARY IN SQUARE FEET r� O z in `o SOD:5865 t O Of 0 W DRIVEWAY/WALKWAY:608 t v PROPOSED COVERED N ENTRY 11C ^4. 3 -12 21.33' 14.00' FLOOD r r. ZONE "X" PROPOSED' WATER SERVICE 'CONCRE ,nip WATER SERVICE — —� — FLOOD ZONE v. %' — — — — — — — _ "AE 16.5" 15=2'26'50" _'0 . PROPOSED"4 CONC, WALK.; In— N 2' CONC. CURB 15.29 !� 5 R '1475 00'- o u C B z z R 1475'00 VARIABLE 1MDTH R/W t� d, R CO CURB 0 0,36 08 .:� 4-2 26.50 ASPHALT, PA (ING `,N 1475 0 ` P.T.A HMARK _ L=15:50.— ,.- :L 6Cia ;r 1-y' ANC � I � fufH . .- 574,33-'f 5. -W 1.54.39 � •.. ,, ..: - - ..-`---:, - _ _ 15 2i . , TO E 'DRfVE FILE COPY LEGAL DESCRIPTION BEING ALL OF LOT 55, ACCORDING TO CREEKSIDE PLAT NO. 1, AS RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINS 0.20 ACRES, MORE OR LESS. PROPERTY ADDRESS 8716 COBBLESTONE DRIVE, FORT PIERCE LEGEND & ABBREVIATIONS BM DENOTES BENCHMARK BB DENOTES BEARING BASE C.M. DENOTES CONCRETE MONUMENT CONC DENOTES CONCRETE C.B. DENOTES CATCH BASIN CBS DENOTES CONCRETE BLOCK STRUCTURE CD DENOTES CHORD DISTANCE CB DENOTES CHORD BEARING C/O DENOTES CLEAN OUTS q DENOTES CENTER LINE D.E. DENOTES DRAINAGE EASEMENT F.F.E. DENOTES FINISH FLOOR ELEVATION FND DENOTES FOUND I.Q. DENOTES IRRIGATION QUALITY WATER IR/C DENOTES IRON ROD AND CAP L.B. DENOTES LICENSED BUSINESS L DENOTES ARC LENGTH L.M.E. DENOTES LAKE MANAGEMENT EASEMENT (M) DENOTES MEASURED DATA M.H. DENOTES MANHOLE N/D DENOTES NAIL AND DISK (NR) DENOTES NON RADIAL LINE O.S.T. DENOTES OPEN SPACE TRACT GRAPHIC SCALE 20 0 10 20 IN FEET ) I inch m 20 fL O.R. DENOTES OFFICIAL RECORDS BOOK P.B. DENOTES PLAT BOOK PG. DENOTES PAGE P.U.E. --DENOTES-PRIVATE UTILITY EASEMENT P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT P.S.M. DENOTES PROFESSIONAL SURVEYOR & MAPPER P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR P.C.C. DENOTES POINT OF COMPOUND CURVATURE P D DENOTES POINT OF CURVATURE P.E. DENOTES POINT OF TANGENCY (P) DENOTES PLAT DATA P.C.P. DENOTES PERMANENT CONTROL POINT R DENOTES RADIUS R/W DENOTES RIGHT OF WAY SAN. DENOTES SANITARY U.E. DENOTES UTILITY EASEMENT W.M.T. DENOTES WATER MANAGEMENT TRACT MAG/D DENOTES SET MAG NAIL AND DISK WMME DENOTES WATER MAINTENANCE MANAGEMENT EASEMENT A DENOTES INCLUDED ANGLE -�� DENOTES DRAINAGE FLOW f ENOTES PROPOSED ELEVATION P.R.C. DENOTES POINT OF REVERSE CURVATURE GENERAL NOTES 1. The last date of field work was 05-17-18 2. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 3. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 4. Lands shown hereon were not abstracted by this office for rights -of -way, easements of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title verification. 5. All above ground fixed improvements, if any, have been located and shown hereon. 6. Underground foundations and improvements were not located as part of this survey. 7. Flood Note: By graphic plotting only, this property is in Zone X and AE 16.5, according to the Flood Insurance Rate Map, Community Panel No. 12111CO170 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. No additional search of the public records has been preformed. There may be additional map Amendments affecting this property. 8. The Flood Zone lines shown hereon have been established by the Published FEMA Panel and the use of existing field elevation data. 9. The bearings shown hereon are based on Plat information and are referenced to the East Line of Lot 55 which bears South 12'23'47" East and all bearings are relative thereto. 10. No easements are shown hereon other than those depicted on the plat. No search of the public records has been performed to find additional easements that may exist. 11. Elevations shown hereon are based on the North Amgrligan r,,,,Vpl-ti'cal Datum (N.A.V.D.) 1988. 12. The building setbacks shown hereon, although tits*c Nl, the-bit/available information, are not certified to and must be verified prior to design or coQb 4;�ip,i: ; '..:�'j THOMAS P: iZ{ERN r.0 DATE Profession aF zztubFyor & IV6� elf Florida CertrV / Boundary, Topographic For: D. R. HORTON File: 15-141.100.055 Date: 05-24-18 FB: N/A SCALE:---1"=20 DRAWN BY: ND FIELD: PK CULPEPPER & TERPENING, INC CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTI 125th STREET PI PONE 772-464-3537 • FAX 772-4649497 www.Ct-cng.Com s,rA'I'E OF 17.ORIDA ci'lur -'ICATION No. I.B 4286 L