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HomeMy WebLinkAboutGAS PIPING SCHEMATICL PLANNING & DEVELOPMENT BOARD OF SERVICES DEPARTMENT COUNTY COUNTY COMMISSIONERS Building and Code Regulation Division GAS PIPING SCHEMATIC [A2] [A4] [L4] [I.8] TANK L11 [L31 5 L7 SIZE L2] [L6] [A1] [A3] TANK SIZE: S-v GALS. APPLICANCE — TYPE/SIZE Al NeA r,P2 A2 r ran k 72,042 A3 IsZ�2 A4 A5 A6 PIPING LENGTH & SIZE [A6] - v gt1w ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPI. ' aE REVIEWED BY DATE PLANS AN PI%R IT MUST DE KSPT.0hl Joe an NO INSPSC`i'ION WILL BE MA. - big BTU CD,D�c7 BTU BTU BTU BTU BTU L1 FT. INCH DIA. L2 . d.5 FT. j `CINCH DIA. L3 3 D FT. 'INCH DIA. L4 FT. INCH DIA. L5 FT. INCH DIA. L6 FT. INCH DIA. L7 FT. INCH DIA. L8 FT. INCH DIA. L9 FT. INCH DIA. L10 FT. INCH DIA. L11 FT. INCH DIA. L12 FT. INCH DIA. . Revised 7/22/14 (PIPE SIZE WAS TAKEN FROM THE 2014 FBC FUEL GAS CODE- TABLE 402 L_—)) Website: www.stlucleco.gov 2300 Virginia Avenue - Fort Pierce. FL. 34982-5652 Phone (772) 462-1553 FAX (772) 462-1578 r � �� J FFEO 102024 S89 ,. '18"E �I BOO Nl PROPOSEDGB-7` ? RESIDENCE J O O PROPOSED 4,FO1MINIMUM 255'().FFE=101.67 .4 23.5' IN L O 1 3.0' COVERED o U) 4 .07.8 ENTRY o LOT491 1'9 'n 3.0' PROPOSED 16' DRIVE 51.5' 20.0 J 30& 789"13'18"W $IeT 170.00' 99 ri Ld LOT 92 Z I CY) FFE=101.26cli ^ � N N Y ' t 0 `Ito L Uj ME , m in Win ~ v mzCi o W =� p a0 Z 71 Jw rn LLJ C) W CL Ww\ zZ z j o LID OC zV Wa m :2 v TED LEGEND W E A - CENTRAL AN,1E ' R - CURVE RAMS - S L = CURVE LENGTH SCALE : 1 "=40' (C) = CALCULATED (P) - PLAT CERTIFIED TO: FND a FOUND IR = 9/8� IRON ROD ' GHO MEADOWOOD CORPORATION IP = 11r IRON PIPE CHU - OVERHEAD UTILITIES DESCRIPTION CM CONCRETE- CO"ITE MONUMENT FFE - FINISH FLOOR ELEVATION LOT 91, MONTE CARLO COUNTRY CLUB -UNIT 2, ACCORDING TO THE PLAT THEREOF, AS PKD = PK NAIL AND DISK = PROFESSIONAL SURVEYOR RECORDED IN PLAT BOOK 23, PAGE 26L OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA .LB Le - LICENSED euswE55 SUS ESS SAID LAND CONTAINS 0.39 ACRES, MORE OR LESS. P.B. = PLAT BOWL R/W = RIGHT-OF-WAY SURVEY NOTES ® m EXISTING WELL 1. This survey is not valid without a signature and original embossed seal of a Florida Professional, Land Surveyor. o AT&T PEDESTAL ® - WATER METER 2. Description provided by client .ond/or their agent. CO, = WOOD POWER POLE 0 - FND IR (NO ID) 3. The last date of field work was May 22, 2017. CONC - CONCRETE 4. Underground improvements and foundations were not located as port of this survey. IRC - /s WON ROD & CAP 5. Bearings shown hereon are based on the West R/W line of Bent Pine Drive, bearing D.U.E. - DRAINAGE AND UTILITY EASEMEN S00'46'42`W, per plot and as monumented. All bearings are.relotive thereto. -X - 6' VINYL FENCE 6- All boundary information shown is calculated per plot, unless otherwise shown. 0 - TABLE TELEISON Box 7. Property lies in flood zone "X", per mop 12111CO160 J. dated 2-16-12 ' - FINE HYDRANT 8. Additions or deletions to survey maps or reports by other than the signing party or o WATER VALVE is parties is prohibited without written consent of the signing party or parties. 9. All shown ore based on an assumed datum. NSRWCD = NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS. RESERVATIONS AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH C INFORMATION. IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY: 61CAR:bPt.OTHERS f/ THROUGH APPROPRIATE TITLE VERIFICATION. RLAVEN FFE, FLORIDA P,L.S. 5209 DATE REVISION DESCRIPTION DATE 1 ADD PROPOSED FFE 6/7/17 2 REVISE PROPOSED RESIDENCE 7/6/17 BOUNDARY SURVEY PREPARED FOR GHO WEADOWOOD ,CORPORATION REF. JOB NO. DRAWN BY DATE DRAWING NO LAVENTURE & ASSOCIATES, INC. 17.1850-104 MVIH 5/24/17 17.1850-104+,. PROFESSIONAL SURVEYING AND MAPPING F.B.,PG. CALCULATED B SCALE SHEET N0. 774 W. MIDWAY ROAD GPS RCL 1"=40'' 1 OF 1 FORT PIERCE. FLORIDA 34982 7056 (772) 398-6430 PHONE (772) 398-6426 FAX 1/8" GALV. CABLE W/ (2)HDG CLAMS ANCHOR (PULLED O / TIGHT) HELICAL ANCHOR STRAP (2) LAYERS OF FELT BETWEEN STRAP AND 1/8" GALV. CABLE (2)HDG CLAMPS TC ANCHOR (PULLED TIGHT) UNDERGROUND TANK HOLD DOWN DETAIL GENERAL NOTES: 1. HELICAL SHE ANCHOR SOIL 500,�� •A� �°'•. 2 GA 1 o*GA TA490 40111 p HECK FOR UNDERGR, �3. S-OCATION OF�TANK RE IMNSIBILITY OF OTHERS. r, tHE 13M'FE S 1FN 0 IiR IV HAVE AN ALLOWABLE PULL—OUT CAPACITY AS SHOWN BELOW. ANCHORS SHALL BE INSTALLED PER, iIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE. VERIFY ANCHOR CAPACITY WITH TIES PRIOR TO ANCHOR INSTALLATION ADJACENT STRUCTURES AND FEATURES ARE DEPENDENT UPON LOCAL CODES AND IS THE DESIGNED TO PREVENT FLOTATION, COLLAPSE, OR LATERAL MOVEMENT DURING THE BASE © COPYRIGHT 2017 — FARLEY ENGINEERING, LLC PAGE DATE:" / SECURE GAS I' ANLLY LNGINLLKING LLC 12 2017 LOT 91, BENTPINE DRIVE Consulting Engineer #40111 — CA28108 1 of 1 FORT PIERCE, FL 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 3295E L, (772) 589.2296 fox