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HomeMy WebLinkAboutGAS PIPING SCHEMATICPLANNING & DEVELOPMENT SERVICES DEPARTMENT COUNTY r p COMMISSIONERS a p Building and Code Regulation Division TANK SIZE GAS PIPING SCHEMATIC [A3] TANK SIZE: 3-0 GALS. APPLICANCE — TYPEISIZE Al W9 T,B2 Ale� tf�yl A2 .f To vif A3 43 9 4 A4 A5 A6 [A4] ST. LUCIE COUNTY BUILDING DIVISION [A5] REVIEWED FO 0 LIANCE REVIEWED BY DATE PLANS IT AND PE MUST BE K T ON JOB OR NO INSPECTION WILL BE MADE. 1924 000 BTU Sv, Data BTU �. o-ov BTU :. BTU BTU BTU PIPING LENGTH & SIZE L1 FT. INCH DIA. L2FT. INCH DIA. L3 c9 0 FT.' XL 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 FILE COPY (PIPE SIZE WAS TAKEN FROM THE 2014 FBC FUEL GAS CODE - TABLE 402 L—_)) Website: www.stlucieco.gov 2300 Virginia Avenue - Fort Pierce, FL. 34982-5652 Phone (772) 462-1553 FAX (772) 462-1578 Irr Floor Plan mtc va•.14' anm6ntllxs+ taen'+a�h'I nlPanv ba. nrcR+fR.I+) - - - - -aw--- xM. d-1 Lp;.d'.+ p ueamanbDe d< 7y eett eadaeh. tlf p w.,m�mm....m `. - P�lldatiGdu)rBee p ,.,ra�u htesdtllbe i p alcanyLua.rd.�. e p F j Corner Reinforcing Defail 1' �•rx Safe Load Table Notes Installation Notes �:� I.ut..kA.ar..yipaeA•OiadW� 7:lmuuwKu..e•e_aw.d.a•m"°°^I 1 am m.,✓eruiw+.o.e yew.wa.rn.awp � an�`+fiin°�eeer.Nuamutm,r.. iulwev.rral.man.ti,akps. ;, � alm. aoerr,.w.�rmyae.•vdaa.sar �" I..1}PWa U,W •Id.rP1.�..mWI 8F16-1Bl1T ]N11SAW-- �"V•�d w OUI, e. A,,, �, .x�, uem .rarl.c .W �•4r if ay.1t%NW IJ hWV ]W1..q K�j�mtl.ar: l�tlA�Gla�!� ii.�1l�— 7.YC •• q•.1 .oxleelseu%m W. ui.41w,u rrorpo..rew ya.x+...»w•n.wl.m!ao:wuere rul a pi ed.l,tl,mrwawum?r.ale'�tl"` azr�..�wa+�:i,.l.w:b. 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Mk.9:and4�/tTwP,bnr.�my6cfartied i.',vrtmm � ., Add(lia mr.lftcfeL7 ' ' 1 t f V" FND NAIL & DISK L8 # 428E $ 22.21 � DP $I I $I $I II $ I $I $I FND NAIL LB#7 FND M CM NO ID FND w CM HOPE S MOORE g o PARCELX-MOM0.1 1.97 WELL ASEPTIC, OUTOFRANBP 1 CIYA BASE BEARING LOT4 BLOCK _ x 21 x 21.9 129r.06r 6A0 E 4' METAL FENCE FND 3X9 CJI/ / 70-SM' NO ID i x 21,5 i J P08 � n � � ! ) 1I 211i I Tx jl DIRT DRIVE 8c 22.08 K —k 0,93 9� 8 Q 6026' I R PROPOSED DRAINFIELD- I +-350Sa FT I KATRINA & LAWRENCE SLAY PARCEL # 2308-50f-00!&0000 VACANT F L07S964 BLOCK2 aq 21.63 ROPOSED 20'X22' PROPOSED CONCRETE ' WELL I EXISTING NMw FORMS AVERAGE _ EL=24.45' o MINIMUM D, EFFE=23.6' aw r AREA 1 119.31 z B OW552r E 12&W QQ FND W IRC 21.95 2x2.02x A # 7003 MICIMEL NEILL PARCEL # 23004MI-00130006 FND 4N8 rRc WELL & SEPTIC, OUTOF RANGE LOTZ SLOCK2 LB # 7803 CERTIFIED TO: LAWRENCE E SLAY, JR. 6K KATRINA J SLAY, HARBOR COMMUNITY BANK, �� TREFELNER CONSTRUCTION, INC., AMO atom FIRST INTERNATIONAL TITLE k FIRST AMERICAN oNysusyullftAimpm TITLE INS. CO. 10NORI Llcoml10.4m I Sete Plan Por: j Katrina * Lawrence Slay 2 X3$ PROPERTY DESCRIPTION: $ FROM THE NE CORNER OF THE EAST HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, FND 1'rP TOWNSHIP 35 SOUTH, RANGE 39 EAST, RUN SOUTH 800 FEET TO THE POINT OF $ NO ID BEGINNING; FROM SAID POINT OF BEGINNING, CONTINUE SOUTH 200 FEET; THENCE WEST 128.96 FEET; THENCE NORTH 200 FEET; THENCE EAST 129.05 FEET TO THE POINT OF BEGINNING; SAME BEING OTHERWISE DESCRIBED AS LOTS 3 AND 4 OF BLOCK 2 OF R. G. ALLEN SUBDIVISION, ACCORDING TO AN $ UNRECORDED PLAT THEREOF, IN ST LUCIE COUNTY, FLORIDA. ADDR.E55: '' 0' 30' 60, STREET '120 � BERGER ROAD, FORT PIERCE, FL 34945 $ GRAPHIC SCALE IN FEET LEGEND +I: ABBREVIATIONS: A ARC LENGTH ORB OFFICIAL RECORDS BOOK $• .ei3. A/C AIR CONDITIONER P PLAT DATA 1ITT BA. BUILDING SETBACK LINE PB PLAT BODK C CALCULATED FROM FIELD MEASUREMENTS PCP PERMANENT CONTROL POINT CBS CONCRETE BLOCK STRUCTURE PIXS) PAf4(BT DF BEGINNING I CONIC CONCRETE POOBB POINT Cm CONCRETE MONUMENT POC POINT OF COMMENCEMENT ' C/L CENTERLINE PSM PROFESSIONAL SURW= e, MAPPER Owe DRAINAGE 8 UTILITY EASMENT R RADIUS ELEV ELEVATION Ra RIGHT OF WAY FIE FINISH FLOOR ELEVATION TOB TOP OF BANK D TOS TOE OF SLOPE f D IDENTIFICATION NUMBER ME UTILITY EASEMENT IP IRON PIPE 2 VAnON KTYP.) IRC IRON ROD Al CAP MANHOLE Le LICENSED NESS UTILITYS I MEASUREDELTA Ct M MEASURED DATA DATA ELECTRIC SERVICE BOX $ /ZOLTON YAVORSKY NAVE NORTH AMERICAN VERi1CAl DATUM GNP OVERHEAD UTILITIIES BOX PARc2L *29D'l''3"w' GENERAL NOTE5: OCC'UPED WELL 8 SEPM OUTOFRANOE 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST RIGHT OF WAY OF BERGER / I ROAD HAVING A BEARING OF SOO'14'08'E, ACCORDING TO THE UNRECORDED PLAT OF R G ALLEN L�i $ SUBDIVISION, SAINT LUCIE COUNTY, FLORIDA, (ASSUMED DATUM). I 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE 'X'. ACCORDING TD $ THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0160 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AND ELEVATION CERTIFICATE. $ 3. ELEVATIONS SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. $ 4. ALL ABOVE GROUND FIXED IMPROVEMENTS. IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 5. UNDERGROUND UTILITIES AND UTIUTY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, $FND 3Ud CM 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENTS DEED RESTRICTIONS, OR MURPHY ACT DE NO ID % 001W 7. REPRODUCTIONS OF THIS MAP ARE NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. X E 215 8. 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. x 11.3 9. THE LAST DATE OF FIELD WORK WAS APRIL 07. 2018. $ REVISION: MOVED PROPOSED HOUSE TOW SETBACK 2(2712D18 COPYRIGHT ARNOLD SURVEYING, INC. 2018 JOB No. 18-503 AMOLD SMY7 MIll, INC. 1%MNG5 OKDOCUMMMAND COIIl911=01'AR61N3TRU 00 DATE: 01/23/2018 F80196mmulilLsuillykAmAmmAppm VICE AND FMMN THC FR0rZW Of AR4=5UA1IC W. INC. SCALE: 1"-30' FLORIDA LICENSED BUSINESS NUMBER 7903 M=UCTION ORUNAUrdORl !D U5E0FTHBED9AWING80RANY DRAWN BY: CA ALBS N. KDNGS HIGHWAY µas. FORT PIERM FLORIDA 34951 MCLIXT DOCUMENTS WTRTOUr WRI = rGtA9.9810N ►Rpm REVIEWED BY: CA 24 VERDE VISTA, FELT PIERCE, FLORIDA 34951 )SUWMNG,INC. 155MCILYFlEDTASRPD. THISDRAOMOR (772) 460-8211 SURVEY®AST-SURVEY.COM RNr IS PROiILiCD BY rfDfMCOfNRIGIf tAW5. 1/8" GALV. CABLE W/ (2)HDG CLAMPS TO ANCHOR (PULLED TIGHT) HELICAL ANCHOR PAIRS / HELIX X SINGLE 4"� HELIX 480#EL X 1/8" GALV. CABLE W/ (2)HDG CLAMPS TO ANCHOR (PULLED TIGHT) COATED, SLEEVED OR WITH TWO LAYERS 30# FELT OR SINGLE LAYER OF PEEL AND STICK UNDERLAYMENT 250 GALLON UNDERGROUND TANK HOLD DOWN DETAIL GENERAL NOTES: 1. HELICAL ANCHORS SHALL HAVE A NOMINAL ALLOWABLE PULL—OUT CAPACITY AS SHOWN. ANCHORS SHALL BE INSTALLED PER ANCHOR MANUFACTURER TO ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE. VERIFY ANCHOR CAPACITY WITH SOIL TYPE ENCOUNTERED. 2. CHECK FOR UNDERGROUND UTILITIES PRIOR TO ANCHOR INSTALLATION. 3. LOCATION OF TANK RELATIVE TO ADJACENT STRUCTURES AND FEATURES ARE DEPENDENT UPON LOCAL CODES AND IS THE RESPONSIBILITY OF OTHERS. ,`,',�K•W . F:%,,y 4. THE TANK AS SHOWN HAS BEEN DESIGNED TO PREVENT FLOTATION, COLLAPSE, OR LATERAL � MOVEMENT DURING THE BASE FLOOD EVENT No 40111 r • vcr e STATE OF 040 �I���'•�� A p.:••'� ��� © COPYRIGHT 2018 - FARLEY ENGINEERING, LLC �� 8 '••••.•••• Cab SECURE GAS SECURE GAS FARLEY ENGINEERING LLC 120 BERGER ROAD Consulting Engineer #40111 — CA28108 2018-06-12 FT. PIERCE, FL 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 (772) 589.6229 (772) 589.2296 fox gya*sw ata�;,>...�,awwy� �rrtF �;X�E^uF.=.:.: J?,� swwS':9�.•'kY`s ak ru.?'ira�^ .ni?i„'°. �``-xi?�'..�"�r..�,y.�*,'2 �^,•��o�"."';`*' _?x 1�IN �'� � .P:A s •;.. .:.,_.. �..., :•Y i f0 to m 7 jr\;1 tlD r.P w J t 1v' o ut o c Go I c vt a w I'D 1� O O C, O C O to Q Vt C) O t O Ut O to 0% 1 Uti 7-- i s O O v O C O O O .O O O O C O O O C> O C) O O O' i tb .w [F+ tF fit :it C) ✓Z It T CO t'ii tD 1~+ t~>.O 1 N V I'D 1. 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