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HomeMy WebLinkAboutBLACK PERMIT DOCUMENTSAll APP ICA LE INF MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: O�c r�� r i Permit Number: I�7.7[S.Si� - rF1' iT-��77;•Ilfl.���Ll�iiL Additional work to be performed under this permit— check all that apply: Mechanical /Gas Tank _ as Piping _ Shutters _ Windows/Doors Electric _ Plumbing _ Sprinklers Total Sq. Ft of Construction: Cost of Construction: $ Name Address: City: Zip Code: Phone No Generator Roof Pitch Sq. Ft. of First Floor: Utilities: _Sewer _Septic Building Height: E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) Name: Larry Licastri Company:AmeriGas Address:3301 Oleander Avenue City: Fort Pierce State: FL Zip Code: 34982 II Fax: 772-465-8448 Phone No E-Mail 6r6en•�Ilarzo ah,en�gs. State or County License02707/28579 If value of construction is 5Zsoo or more, a KtGUKutu Nonce oT i ommencemem o reyun C.. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. Name: Address: City: State: Zip: Phone MORTGAGE COMPANY: _ Not Applicable Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Address: City: City: Zip: Phone: Zip: Phone: OWNER CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit +u uo •-•---- I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie count yy makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for lmviovem,ints to your property. A Notice of Commencement must be recorded and posted on the jobsite b ore the ' insp ction. If you intend to obtain financin cons I Mender or an attorney before _r^ rlc or recoru .. uw MU+ L_ �U 30RIDA RSTATE net/ Lessee/Contractor as Agent for Owner tor/Licese Holder SignZ*c2n STATE OF FLORIDA +� S� COUNTY OF ' l �� 42 COUNTY OF + The forgoing instrument was acknowledged before me The foTing instrument was acknowledged before me L`l day of 7K2()M by this day of 'i 2C= by thisbl> n making statement _ Name of p rson making statement j t Personally Known^ eua� Psi- Nolery Publk State of Fbdda Type of Identification 4.Y r - 41" Notary Public State or %nda `Y$'Y. gngeta M Boore ' t ngeta Mysioo a ' Produce.y, An eta M Boore • My commission GG 100600 am 190608 ,. 'f or t d Expires 02M2 12022 pia Expires 02$7l2022ublic- State of Florida) (Signature of Notary Public- State of Florida ) Commission NoC-.f-, IciO 69 (Seal) Commission NoC=,=1GCj%��`i (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 Designed to reduce first stage pressure of 5 to 20 PSIG down to bumer pressure, normally 11" w.c. Ideal for medium comrnerciat Installations, multiple cylinder installations and normal domestic loads. Large vent helps prevent blockage and has F" FNPT for vent piping. With 15 PSIG inlet pressure, regulator is designed to not pass mare than 2 PSIG with the seat disc removed. Incorporates integral relief valves. Replaceable valve orifice and valve seat disc. Straight line valve closure reduces wear on seat disc. Unique bonnet vent profile minimizes vent freezeoverwhen properly installed. Large molded diaphragm is extra sensitive to pressure changes. Built in pressure tap has plugged 1/8" F.NPT outlet Plug can be removed with a 3/16" hex allen wrench. Select brown finish. mounts directly to house line piping. Eliminates need for union joints, elbows, and mountlng brackets. Quick and easy to install. LV4403B 111W, -Die Cast Zinc et......__......_._......................................._.......... Die Cast Zinc leOdtice .......... ............ JValve ..... ............ ..................... ............... Brass Steel rinq..............................._.................................._................:. Seat Disc ......... . ............................................. Resilient Robber Diaphragm ... ... ........... ...... . Integrated Fabric and Synthetic Rubber. �l tISTED LV44031119eafec MOM MOM -��-------- UNION���1�' ME CFl r. 6IU/n6 50 10WO 1W Z67 25D 3W 350 400 45 26nom 5CO,ow 750,CO3 1,M0.00) 1,250,000 LV4403ER M' LV446334 LV4403846 Y" F. NPT IP28 Drill 11' w.c. at 10 PSIG 9" to 13" w.c. Over Inlet 935,000 LV4403846R° /V F. NPT Inlet LV4103a66 /." F. NPT LV4463H66R -B.cw. ntdeslgn "Maximum Sow based on 10 PSIG inlet and 9" •sc delivery pressure. p yC 100 Rego oc P.o. Sex 24T Son. NC M" USA w Mgopmductsxcra Phone (336) 9 -Tr97 Fax (3361 UR-6694 ;EMiR- Application Materials Ideal for use as a first stage regulator on any domestic size ASME or DOT container in propane gas installations requiring up to 1,500,000 BTU's per hour. The regulator is factory set to reduce container pressure to an intermediate pressure of approximately 10 PSIG. Features Compact design can be connected to a service valve using either a POL adapter or a RegO product pigtail. Large threaded Y.." F-NPT bonnet vent can easily be piped -away underground Installations without the need of glue kits or extra adapters. - Non Adjustable Large flow orifice resists freeze ups due to water concentration in LPG vapor. Design provides for good flow regulation at both high and low container pressures. Built in relief valve and travel stop comply with NFPA 58 over pressure requirements. Incorporates''/" FNPT downstream pressure tap for an easy inline check of the regulator's delivery pressure. MDlded diaphragm provides an o-ring type seal between the body and bannat. Body and bonnet are assembled in the USA using the unique, patented RegUtok seal system. Fully painted in brilliant red for complete corrosion protection. Mounting bracket available as an accessory: part number 2302-31. 3.56" Ordering information .,_.._........._...................._.._......_. _ __ Body_........ --- ...................... Zinc Spring_ ................. _— SeatDisc...._............................._.............................Resilient Rubber Diaphragm...... ...... ............ Integrated Fabric and Synthetic Rubber Mft m au smmo 10,m 1XIAe. s,.Aw IA MM tnnsoo Flaw PROPANE mum flowbased on inletp sum 20 PSIGnghw'Nan thevegulaffisetIng and delivery pressure 20%Nwarthan Ne rflgulahise[ting and tlellvely pressure 20%lower Than Ne ser6ng. Ma# All 100 Rego or. P.D. acs 247 Son, NC 27244 USA www.reg.praduct5.wm Phm (]36) W9-701 Fax (326} W9-6694 Quality Steel Corporation AG/UG propane TanKs -•uEo nimr 1+5" 'ng. -:iJ6 up E ABOVEGROUND/UNDEGROUND (AG/UG) VESSEL DIMENSIONS AND SPECIFICATIONS APPROxIMAT HEAD OVERALL OVERALL LEG* LEG' WEIGHT **QUANTITY WATER DIAMETER FULLLDAD PERSTACK CAPACITY (OD) TYPE LENGTH HEIGHT WIDTH SPACING (lbs.) *120 wg. 24" Ellip. S'-8" 3' 1'-1 1/Z" 2'-101/2" 260 108 96 16112 or 3'-11° *250 wg. 30" Hemi. 7'-10' 3'-8" 75" 4'-11" 880 54 9 *320wg. 30" Hemi. 9'-7" 3'-8" 1'-5" S' 620 45 9 6 500 wg, 371 2" emi. 1000 wg. 41" Hemi. 16, 4'-5" ITS' l0' 1" 1,800 17 115 6) 5 1450 wg. 46 1/2" Ellip. 17'-4" 4'-11" 1'-9" 11'-7" 2,650 12 4 1990wg. 461/2" Ellip. 23'-11" 4'-11'° V-9" 16' 3,520 8 4 Dimensions and specifications shown are approximate. Individual vessels may vary. *Leg spacing +/- 2". Leg widths and spacing may vary based on mfg,location. Check with your salesperson for details. 120,250, 320 wg. standard tanks -no holes in legs (one center hole on request). 500 and 1000 wg. standard tanks-2 holes 16" on center. 1450 wg. and up as shown above. `• Full load and stack quantities vary by shipping location. Check with your salesperson for details. General Specifications Conforms to the latest edition of ASME Rules for Construction of Pressure Vessels, Section Vill, Division 1. Complies with NFPA 59. - Rated at 250 prig from -20" F to 125' F. All vessels registered with Natioref Board. Two service options available: Option 1: Ready -to -bury underground option, coated with either powder coated phenolic epoxy finish or liquid applied epoxy primer coat followed by urethane top coat, supplied with composite AG/UG dome. Option 2: Aboveground option, coated with either powder coated TGIC polyester finish or liquid applied epoxy primer coat followed by urethane topcoat, supplied with steel AG/UG dome. All vessels are shipped vacuum pre -purged to enable simplified first fill of the vessel. Updated June 30, 2015 V. CABLE W/ I TAMPS TO (PULLED ANCHOR STRAP (2) LAYERS OF FELT BETWEEN STRAP AND (2)HDG CLAMPS TO \ ANCHOR (PULLED TIGHT) UNDERGROUND TANK HOLD DOWN DETAIL NgLED PER ED GENERAL NOTES: INV OR 1�FACTIiRERITO ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE, VERIFY ANCHOR CAPACITY WITH - 1. HELICAL NO ANCHORS SHALL HAVE AN ALLOWABLE PULL—OUT CAPACITY AS SHOWN BELOW. ANCHORS SHALL BE CApA IjY ENT ANCHOR C1 UPON LOCAL SOILHb1, CCi�1±1TERFD:%a._ 2130 Y�dAI TANK 350>>',THE `�nCHECK FOR°°11N0ERGROEINO.'UTIUTIES PRIOR TO ANCHOR INCTURESD FEATION i'3. `LOCATION OF TANK RELATIVE-'70 ADJACENTED TO UPR ENT FLOTATIOTN.RCOLLAPSEEP1IREIATERAL MOVEMENPON LOCAL T DURNGODES NHE BASE R[SPONSIBILITY OF OTHERS. ' :T =,q THE�TANK.AS SHOWN HAS.. BEEN DESIGN FLOOD. EVENT' - © COPYRIGHT 2Gi6 —PARLEY ENGINEERING. LLC meer 40111 — CA28108 AneFRIGAS Consulting Fs9 0A Cxpyrghlylna NatlxrelFlm PmhWgn Assn®xgn lwtrnl. xw .uYa9'eernemL WW&id"I use mG dawnlmd m MaiM S, ten. e;e, nxMmg x'xnaxyes'w�y' my form ymnfflBdWNoulwdbn ppnnlssinnof NFPA ForingW=ur M mpnd Chapter 15 • Pipe and Tubing Sizing Tables Behveen First -Stage and Seeand Stage TABLE 15.1(a) Pob erhvlene Plastic Pipe Regulators: Nominal Outside Diameter (IPS) Gas. Undiluted Propane InktPressure: 10.0 psi Pressure Drop: 1.0 psi ,(p eirw Graviiy: 1.52 Plastic. Pipe - -. S4 in. °lr in: I in 1 % in. SDR 10,00 SDR I1.00 --- SDR 1L00 Length SDR 9.33 SDR 11.0 SDR I.06 (1.328) (1.554) (7943) (jY) (0.660) (0.860) (1.0711 30 214-1 4292 7744 13416 20260 J7340 36402 31155 40 1835 3673 6628 11482 10176 15368 27612 50 1626 3256 ^_950 5874 5322 9220 13924 19 60 70 1473 1355 2714 4896 8483 12810 23017 80 1261. 2525 4555 7991 11918 21413 90 .1183 2369 2238 4274 4037 6404 10562 18978 I00 1.25 1117 990 1983 3578 6199 9361 8492 16820 ., 15240 150 097 1797 3242 .5616 175 826 1653 2983 5167 7803 1110 14020 tanaa 20tj --r-ro-------.,.-_.._ 144-1 _1._ 2603 4260 643 238 11560 225 721 681 1363 2459 4260 6434 11560 250 275 646 1294 2336 4046 6111 10979 300 617 1235 2228 3860 5830 10474 350 567 1136 2050 3551 5363 9636 400 528 1057 I907 3304 4989 8965 450 495. 992 1799 3100 4681 8411 500 468 937 1690 2928 4422 7945 600 424 649 1531 2653 4007 7199 700 390 781 1409 2441 3686 6623 363 726 1311 2271 3429 6161 800 346 682 1230 2101 3217 5781 900 322 644 1162 2012 3039 '5461 1000 258 517 933 1616 2441 4385 1500 221 443 798 1383 2099 3753 2000 - IpS: Iron pipe size. SDR: Standard dimension ratio. - Notes: (1 J Capacities are in 1000 Slu/1ir (aJ Dimensions in pamndteses am inside diameter. 2014 LP -Gas Code Handbook 1 _ z A ?t R ` 7 <Lb o /J w000f vN O� 0. (,o KEY i On m.$An_C11/ ��O /O 2'�i�nOjO 00r 2 �02 0) V0 jy0 V Or aL oti^ /o ti�Ca�ny yoy n p m" o fir"' ,2Cn O V '49? y 107.50'(C) 107.51'(0) FORM e0 ?0 \ 0 n Ong A �0) z m .o z o r' \ y ARCH \ \ FORM �g� 48 V 0 rAzi A p / AROS T / �/ 0 3NIl M/8 03llVld rn (3SV8 7ONNV3� .6Z 9d &bZ '9'0 N3dM/a 03NOGNVBV ^/ 3sn NI stl ,LZ(LO l — (,IVM d0 1HOIN ,000 sh ` >iv J,VMHOIH 31k]. r 13N3AVd 1lVHdsV ,OZ m 67 A k \A O O � 2 VOHONV D / / FENCE UI SM m o Z Nm 02C/� o � u ate/ �co V c5 U M. AAA;?oAA2YAe AYA.-,' 1 Q $-Knmm,'lom 00'm a!o> zKcm ;E A am zm g nA m� » ms v � C "1i n y sg S 09 nA Cn 004 '� Avin1r��gmpap lNIrr��aom$5 C� 8AZZ �ZO f�]Iml-1 I�Im VO1mpA O�yAO g�AA;>��goD Kjn �m$4� :=yg �Zyy� pO Z Am z 0 Fym9 sCcmA sD C mnNU 9 IZ�Im mypN 9pr g zlc�z PG z << � y m c m C z K N p R �oO�nmmA�a g A A A A A A emm A pQmr.>9 C<n K m ^Tp Qm�JC 2 m 1+1 0 P o® ® X<Xlo Tl A'OI A e A A 1 m N m x g p m a 8a m g i D y 3 s m > z a 2 2 F O m GENERAL NOTE5: 1. HEUCAL ANC ANCHOR k.{�` OW IL -a..acaf (2) LAYERS OF FELT BETWEEN STRAP AND (Z HAG CLAMPS TO ANCHOR (PULLED TIGHT) a y. CABLE W/ ;TAMPS TO (PULLED ANCHOR STRAP UNDERGROUND TANK HOLD DOWN DETAIL SHALL HAVE AN ALLOWABLE PULL— OUT CAPACITY AS SHOWN BELOW. ANCHORS SHALL BE INSTALLED PER T� ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE. VERIFY ANCHOR CAPAGIN WITH 5 T35up 50(7''GAt `TANK • .6513� 2go '6A4 TANK 350i,', Zo41 T)"= ' ` - - 6, T[UnES PRIOR TO ANCHOR INSTALLATIONDFUR "ZCHECK FOR"T1NDE`RGROUN.P STIR AND FEATURES ARE [)EPENOENT UPOMOVEMENT DURNGN LOCAL CODES NHE BASE �-;3, :LOCATION OF TANK RELATTVE+XO ADJACENT tRE-SPONSIBILITY OF OTHERS. q •;:- , THE:TANK..AS SHOWN HAS- BEEN DESIGNED TO PREVENT FLOTATION. COLLAPSE, Nft LATE .FT -{SOD. EV.COPYWGNT 2Gt6 — ENT FARLEY ENGINEERING LLC . © KLC 1 _ CA2B108 C,u&q FucPOer #4p111 -- DA C,,4aen15 N"ool Fin Pmtedbn AssoaemnOWN. o . —nrfure ••• my bm pemlmE MthvutvMtjon peUob4on of NFPA. For ingolree or m mp Chapter 15 • pipe and Tubing Suing Tables Plastic Pipe S'0a8 Benveea First -stage and Second -Stage TABLE 15.I(a) Polyethylene Regulators: Nontinat Outside Diameter (01 Gas: UnditatedPropone lnktPressure: MOO Pressure Drop: ].0 psi 1petifre Gravity: 1.52 Pige ;4in- in' Zia SDR11§4 Length SDR 9.33 OR ILO �) (0.660) (6.860) (1.071 -31J 2143 4292 7744 40 1835 3673 6629 50 1626 3256 5874 60 1473 2950 5322 4996 70 1355 2714 BO 1261. 2525 4555 90 1183 2369 4274 100 1117 2219 4037 3578 125 990 997 1983 1797 3242 150 175 826 1653 —4-539 -- 2983 — .. 225 721 1443 2603 2459 250 681 1363 1294 .336 275 646 300 617 1235 2228 350 567 1136 1057 9D07 400 528 495 992 1799 450 500 468 937 1690 600 424 849 1531 1409 700 390 781 726 1311 800 363 340 682 1230 900 322 644 1162 1000 258 517 933 1500 228. 443 798 2000 IPS: Iran pipe size- SD6: Standard dimension ratle. Notes: 11) Capacifles are in 1000 Sto/hr. inside diamelrr. (21 Dimensions in parendfeses are 2014 LP -Gas Cade Handbook 1'/e in 11!. in...._ . 2 in. SDR 10.00 SDR 11.00 SDR 11.00 (1.328) (1,554) (1943) 13416 20260 J0402 11482 17340 3115, 10176 15368 27612 9210 13924 25019 9493 12810 13017 7991 11918 21413 7494 11182 26001 6994 10562 18978 6199 9-161 16820 5616 9482 15240 5167 7803 77i4 14020 t90d9 g07 4510 6811 1 238 4260 6434 11560 4046 6111 10979 3860 5830 10474 3551 5363 9636 3304 4989 8965 310D 4681 8411 2928 4422 7945 2653 4007 7199 2441 3686 6623 2271 3429 6161 2131 3217 5781 2012 30395461 1616 2441 4385 1383 2089 3753 GENERAL NOTE5: 1. HEUCAL ANC ANCHOR k.{�` OW IL -a..acaf (2) LAYERS OF FELT BETWEEN STRAP AND (Z HAG CLAMPS TO ANCHOR (PULLED TIGHT) a y. CABLE W/ ;TAMPS TO (PULLED ANCHOR STRAP UNDERGROUND TANK HOLD DOWN DETAIL SHALL HAVE AN ALLOWABLE PULL— OUT CAPACITY AS SHOWN BELOW. ANCHORS SHALL BE INSTALLED PER T� ACHIEVE STATED LOAD CAPACITY. CAPACITY VARIES WITH SOIL TYPE. VERIFY ANCHOR CAPAGIN WITH 5 T35up 50(7''GAt `TANK • .6513� 2go '6A4 TANK 350i,', Zo41 T)"= ' ` - - 6, T[UnES PRIOR TO ANCHOR INSTALLATIONDFUR "ZCHECK FOR"T1NDE`RGROUN.P STIR AND FEATURES ARE [)EPENOENT UPOMOVEMENT DURNGN LOCAL CODES NHE BASE �-;3, :LOCATION OF TANK RELATTVE+XO ADJACENT tRE-SPONSIBILITY OF OTHERS. q •;:- , THE:TANK..AS SHOWN HAS- BEEN DESIGNED TO PREVENT FLOTATION. COLLAPSE, Nft LATE .FT -{SOD. EV.COPYWGNT 2Gt6 — ENT FARLEY ENGINEERING LLC . © KLC 1 _ CA2B108 C,u&q FucPOer #4p111 -- DA C,,4aen15 N"ool Fin Pmtedbn AssoaemnOWN. o . —nrfure ••• my bm pemlmE MthvutvMtjon peUob4on of NFPA. For ingolree or m mp Chapter 15 • pipe and Tubing Suing Tables Plastic Pipe S'0a8 Benveea First -stage and Second -Stage TABLE 15.I(a) Polyethylene Regulators: Nontinat Outside Diameter (01 Gas: UnditatedPropone lnktPressure: MOO Pressure Drop: ].0 psi 1petifre Gravity: 1.52 Pige ;4in- in' Zia SDR11§4 Length SDR 9.33 OR ILO �) (0.660) (6.860) (1.071 -31J 2143 4292 7744 40 1835 3673 6629 50 1626 3256 5874 60 1473 2950 5322 4996 70 1355 2714 BO 1261. 2525 4555 90 1183 2369 4274 100 1117 2219 4037 3578 125 990 997 1983 1797 3242 150 175 826 1653 —4-539 -- 2983 — .. 225 721 1443 2603 2459 250 681 1363 1294 .336 275 646 300 617 1235 2228 350 567 1136 1057 9D07 400 528 495 992 1799 450 500 468 937 1690 600 424 849 1531 1409 700 390 781 726 1311 800 363 340 682 1230 900 322 644 1162 1000 258 517 933 1500 228. 443 798 2000 IPS: Iran pipe size- SD6: Standard dimension ratle. Notes: 11) Capacifles are in 1000 Sto/hr. inside diamelrr. (21 Dimensions in parendfeses are 2014 LP -Gas Cade Handbook 1'/e in 11!. in...._ . 2 in. SDR 10.00 SDR 11.00 SDR 11.00 (1.328) (1,554) (1943) 13416 20260 J0402 11482 17340 3115, 10176 15368 27612 9210 13924 25019 9493 12810 13017 7991 11918 21413 7494 11182 26001 6994 10562 18978 6199 9-161 16820 5616 9482 15240 5167 7803 77i4 14020 t90d9 g07 4510 6811 1 238 4260 6434 11560 4046 6111 10979 3860 5830 10474 3551 5363 9636 3304 4989 8965 310D 4681 8411 2928 4422 7945 2653 4007 7199 2441 3686 6623 2271 3429 6161 2131 3217 5781 2012 30395461 1616 2441 4385 1383 2089 3753