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PL-20-430Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1151 NE 99TH ST, Miami Shores, FL 33138 FPGI��sJ'Jf� Issue Date: 03/12/2020 Parcel Number 1132050180070 Permit NO.: PL-02-20-430 Permit Type: Plumbing - Residential Work Classification: Gas Permit status: Approved Expiration: 09/08/2020 ADAM CARRICO TRS Owner ADVANCE EXCAVATING LLC Contractor KEITH BIKES Other: 4155338653 890 SE 5 CT, POMPANO BEACH, FL 33060 Business: 5616025354 keithbikes@att.net Description: RELOCATE EXISTING 500 GAL LP TANK FROM REAR Valuation: $ 4,850.00 Inspection Requests: OF PROPERTY TO FRONT OF PROPERTY. GAS PIPING AND 305-762-4949 CONNECTIONS TO EXISTING GENERAC 22 KW STANDBY Total Sq Feet: 0.00 GENERATOR Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.55 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $119.75 Scanning Fee $9.00 Technology Fee $4.24 Total: $191.54 Building Department Copy Payments Date Paid Fees Credit Card AAmtPaidTotal 03/12/2020 Credit Card 02/27/202 Amount Due: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor ` / Agent Date March 12, 2020 Page 2 of 2 r �Vo �\ � � � Miami Shores Villa e �cEIVED g F B 2 7 2020 BuildingDepartment p BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. yL"G2 ` '7o"y73k� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [ f PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP 1 y t CONTRACTOR DRAWINGS l .JOB ADDRESS: 1 s7l IV 4e� City: Miami Shores County: Miami Dade Zip: 3m-13 k Folio/Parcel#: % /- UOS- 0 IS - 051 Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: At, BFE: I FFE: C%.'?q r OWNER: Name (Fee Simple Titleholder): G'..r. Phone#: Address: �S� �E ��!n_ e,;L—; City: State: V5_ Zip: Tenant/Lessee Name: Phone#: Email: CA*0 G.CS. - ✓�i [ _� %Ff! - WJ!k 0—J�2E��_a�. 1lam) r- no n r�CSf r- CY6'q --Q Z Z 3 —T10 C% -I CONTRACTOR: Company Name: AciAtue, Cizocpfinq ua Phone#: 51ol-l00x-5-264 Address: 110 5E 5 Ct' City: Pompano jBe4 1 State: FL Zip: 33DIpo Qualifier Name: Keith BIKe6 Phone#:5I01-(oog-5354 State Certification or Registration #:(Q&) 9300 Certificate of Competency #: DESIGNER: Architect/Engineer: N 1 A Phone#: Address: City: State: Zip: Value of Work for this Permit: $. q'750. 00 Square/Linear Footage of Work: Type of Work: ❑ Addition � Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:Rclowte, e�igf►'ng soot uAi PtanK;rom rearof vr_r_ ovarjy +oTron*oF proper" - G{+s D j'pine 4.Cor1necf ions +o e- 65 s'nG Creneroc .9p(u) Murobj (rary-ay Specify color of color thru tile: Submittal Fee $ sd " 0z) Scanning Fee $ Technology Fee $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ _ DBPR $ Notary Training/Education Fee $ _ Double Fee $ 13 Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this _(��ay of ��2ts- '�,�f , 20 , by Q0. co, Y'rwho is personally known -to me or who has produced ��F was identification and who didtak an oath NOTARY PUBLIC; . e p6611 i Sign: Print" Q Seal:-, +,, all °' r°.. .i i" ♦ �� ,��. i r;e4l9L Signature JAL /Jc CONTRACTOR The foregoing instrument was acknowledged before me this ) At" day of Fe-birt la fy 20 A D by _ Ktith 8i Kta , who is personally known to me or who has produced pICTM as identification and who did take an.03h, DEBORAH S HODGE NOTARY PUBLIC: * * Commission # GG 262143 �� o- Expires November 16, 2022 01 FO Bonded Thru Budget Notary Services Sign: Qt.�b/1u11.�odGL Print: Dp61F.PVRARIV ro Seal: * * Commisslon # GG 262143 -9 o� Expires November 16, 2022 OFF��Q\ Bondad Thru Budget Notary Services ############################################################################################################ APPROVED BY ", /e Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 OFFICE APPRAISER Summary Report Property Information Folio: 11-3205-018-0070 Property Address: 1151 NE 99 ST Miami Shores, FL 33138-2640 Owner ADAM CARRICO TRS CARRICO AND GARCIA LIVING TR ALBERTO GARCIA TRS Mailing Address 1151 NE 99 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,005 Sq.Ft Living Area 1,765 Sq.Ft Adjusted Area 1,857 Sq.Ft Lot Size 8,925 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 }.. 2018 2017 ..................... Land Value $337,687 $321,020 $321,020 Building Value $319,775 $323,675 $180,946 XF Value $2,672 $2,703 $2,734 Market Value $660,134 $647,398 $504,700 Assessed Value $525,088 $515,298 $504,700 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $135,046 $132,100 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5 53 42 PB 43-69 REV PL MIAMI SHORES SEC 8 LOT 18 BILK 178 LOT SIZE 75.000 X 119 9274 974 Generated On : 2/27/2020 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $475,088 $465,2981 $454,700 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $500,088 $490,298 $479,700 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $475,088 $465,298 $454,700 Regional Exemption Value $50,0001 $50,0001 $50,000 Taxable Value $475,0887 $$465,298 $454,700 Sales Information Previous OR Book - Price Qualification Description Sale Page_ Corrective, tax or QCD; min 08/12/2016 $100 30192-2348 consideration 06/10/2016 $785,000 30113-0841 Qual by exam of deed 05/06/2015 $460,000 29607-3571 Qua] by exam of deed Corrective, tax or QCD; min 10/19/2010 $0 27478-0597 consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Aqreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/Apps/PA/propertysearch/ 2/27/2020 -lh*. 'rr ESTI"TE / PROPOSAL DEALER Exca us�vvc pt2pV I O E R Quote#: 20 Date, 10/4/2019 Wiration Date: tt/a/2019 Ron Dierasi Payment Terms: See 2age2 Estimated Completion: 1-2 months Customer Name: 1151 NE 99th Stree Miami Shores FL 33138 Address Pkon� 41S 430 5906 Email• L ... Generac 22 kW � kW kW L--� Geaertrtor: ATS: Engineering: Electrical Design I Y995A0 Survey: I Cert oj7xvation: Permit Running: YS �� Pad• I Ekcdical: Overhead to Underground Y7 250.00 _ LaadSheddigy: Meter Cam Gas/Taale RemovelneLdace SW LP L 54,850.00 Logisdcs:_ton crane Start-up: Armuol Service (SECA—P Ocher. Totem 7R./l0. Notes., Current property surw V with ehwadons needed for emilting • eas nwsw u,grad. re,.W d for soma' Etas W.—{r pstl. comas yew vs provider for detain t• 1pred prMII—gas mt odpdedtoe LP syaeros fAPp— S"" per gallon) (.Owner responsible for munidpal Pennit fees • Wall, pairn. paver, asphalt, ounrrete restoration, lawn repairs, shrubbery, trees or fences around the generator are not inducted in this proposal I.1st year of preventative maintenanmagreement re is Included. If custoer opts for a service with remote monitoring, there .If be a one time OwSe, of $450 for the monitoring de+dce and installation. This proposal includes a built in 2.5% discount for payments made by cash, check, EFT or wire transfer. cmaasratrrr. 364 SW 4th CY Dania Reach, FL 33004 "Tel: 954-922-3800 • Far 786-228-8449 • www.empowergenerffWmcom Page 1 of 2 -_ fiJ�oJr yotation on the goods and services ns„Mery re the mndit' ^^s noted below: Generale All material supplied with the system is first class UL approved and guaranteed to be as specified. All work is to be completed in a Professional and and gas codes and according to standard practice. Any alteration or deviation from the workmanlike manner to meet local constnMion, eVectric attached specifications involving extra costs will be executed only upon written order and will become extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delay beyond our control. Owner to carry fire, hurricane and other necessary insurance. Our workers & subcontractors are fully insured by worker's compensation. Taxes and Fee: Prices do not include Federal, State, local, or excise taxes. Freight: Prices include freight and delivery charges. Payment Tents: 50% upon signing this agreement, 30% upon delivery of the generator to site, balance upon final inspection. Loft P�� 1S%per month interest wall be charged on overdue payments• Validity: This quotation is valid for 30 days. By signing a sales agreement, customer accepts the terms and conditions of this quotation unless waived in writing by Empower Generators. Ir s'laHatiorr: Debven/ to installation site, permits, installation, hookup, and testing is included Delivery and compktion ofinstallation: 4-6 weeks from permit. ty (Air Cooled)lf municipality requires generator elevation to be > 4' < 2 Wthe generator Pad deliverywill be rd11 bey and alument um stand access. is $3F7d5. if mu �wi requires Elevation generator elevation to be > 2 %' < 4' the generator pad will be S2250 ( stardl- municipality requires elevation to be > 6- < 3'the generator pad cost will be $1575 structural engineering cost will be $450. Sub -Base Tank Pad If the municipality requires an under -tank pad to be installed add $995 for 5D0 Gallon tank and $1775 for 1000 Galion tank Any work required to correct existing code violations found by municipal rrrarctors which are not associated with the gwwrator system is the responsibility of the Code Violations: owner. Empower engages Sunshine Utilities for identification of major utility pipes and services prior to breaking ground. if utility pipes are encountered when excavating Underground Utilities: for the histallaton of the propane tank, re-routing of the pipes is the responWmktV of the customer. Sometimes electrical surges can damage appliances and equipment. Our electricians take precaution to avoid such damage, however, damages caused to electrical Electrical Appliances: equipment or appliances during disconnection/reconnection of utility services are the responsibility of the owner. Damage caused due to contractor negligence is the contractors responsibility. CanceBatiorw it customer cancels the order within the first 30 days after it was signed, there will be a 25% cancellation fee assessed. in the event the order is cancelled after 30 days, there will be a 50% cancellation charge assessed. Arbitratan: If any dispute arises after signing a sales agreement by Customer, such dispute(s) shall be referred in writing to arbitration, and that decision shall be fowl and binding in all respects. The venue for any arbitration hereunder shall be in the state of Florida, whether or not such venue is or subsequently becomes inconvenient Arbitration Proceedings initiated pursuant to this Agreement shall be conducted'm accordance with the Rules of the American Arbitration Association, and shall provide for more than minimal discovery by each party. The arbitrator shall consider the matter in controversy and may hold hearings regarding the same. The arbitrator may grant any remedy or relief deemed just and equitable, including, but not limited to, any remedy or relief that would have been available to the parties had the matter been heard in court. The arbitrator shall enter an award into rnthe ing detailing his or her consideration of the relevant fads, the basis and reason for the decision, and adherenceapp Applicable Law: The Sales Agreement and the rights of the parties shall be governed by and construed and enforced in accordance with the laws of the state of Florida. The venue for any action hereunder shag be in the state of Florida, whether or not such venue is or subsequently becomes k--enientr and the parties consent to the jurisdiction of the courts of the state of Florida, Dade county, and the U5. District Court, District of Florida. Limited Warranty: Empower Generators warrants to the original buyer that its products are free from defects in material and workmanship and will perform to their ion replace or repair published specifications for a period as specified on the first page of this estimate / proposal. Empower Generators will at its opt itself or through contract Partners any product which tails to perform to its specifics �tuorhs provided that the product was used and maintained inaccidents, accordance with the applicable operator maintenance irutructioms. This warranty does not cover failures due to misuse, abuse, negligence, repairs or alterations by owner or by third parties other than Empower Generators contract partners. Empower Generators MAKES 140 OTHER EXPRESS OR IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY OR ANY OTHER EXPRESS OR IMPLIED WARRANTY. UNDER NO CIRCUMSTANCES WHETHER BASED IN CONTRACT OR TORT SHALL Empower Generators BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL, INDIRECT, SPECIAL, OR PUNITIVE DAMAGES OF ANY KIND OR FOR LOSS OF REVENUE, LOSS OF BUSINESS OR OTHER FINANCIAL LOSS AS A RESULT OF THE SALE, INSTALLATION, MAINTENANCE, USE, PERFORMANCE, FAILURE OR DISRUPTION OF ITS PRODUCTS. • The customer shall pnrtle current property survey _n elevationt Wa0 pain, lawn reports, shrubbery, trees or fences around the generator are not included in this proposal 1 To accept this quotation, sign here and return to EmPovver: Date Wed_ 50% down paid by #: THAWK YOU FOB YOUR BUSIFESS! Page 2 of 2 Adam Carrico SKETCH OF SURVEY 1151 NE 99 St. SCALE: ; ° = 20' RE V ED Miami Shores, FL 33138 F ` 7 ��r� Pro Und ground IPole Existin PowerBY'powe 4' h ,� �r�r—�s�s-�s�.t''+�•s—r �r—ter—s— �s�s ■--s—r—r--t—e— 17 FIR. 1/2' B' PAVD4NTNCLO X75.00' �ALiiY; « FIR. t 2' Existing 22KW ��ove.,exi ngstandby generator to �-soverhower remain. + lines. oo ate L OCK—na LOT-18 BLOCK-178 ; ( wit PL ! Existing 500 gallons below In ne PL c ground LP tank to be meter. o ate „� ! relocated to front yard. with PLC ; . , New gas run 80' 3/4" poly E ing FPL eter tly 1pipe underground to be r ted. N 1-S70RY N ZUILUMtj Coor ' ate it #1151 " i FP : o b`aHG I E ' OOamp 124V colic. ATS rema n. (TY-:cw Install existing 500 gallons below ground LP CONC. DRIVE tank 18' from front property line, 12' from , �P •/�2. ••••:* side property line, 10' '` •ID • •• •. from house, 10' from o:ro 75.00' ®•""' driveway &10' from all •••0•• :" sources of ignition. 2=.5' PARKWAY : ••aa ••••• ...... . ..... • see 22' PAVEMENT 1 • • • �t • * • 4, • (70' TOTAL R/W. Phi THIS PLAT) • i • ' • **see: 00 -� — — — N.E. 99th STREET 04 •�— •••••• IV IV 7 THIS SUR V OR THE COPSES TFERE� ARE NOT VALID T THE S10NATUP.E A o # c P0° ANO THE "SEQ SEAL OF —• a. tma Mn tix . +irr F.X .Fetid ac H- A SIRVEYOR k MAPPER.' =',� , F„•, �� FR � � WW � Sheet 2 of 2 0 Job: Adam Carrico 1151 NE 99 ST, Miami Shores, FL 33138 Date: 11/20/2019 Relocate 500 Gallon LPGX tank and connect to existing 22 KW Generator. There are no other appliances on the Scope: system. Generator consumes 300K BTU at full load. Run distance is 80' in %" poly pipe. 3j4" gall anized second stage regulator 22 /� shut off valve KWO -.- riser Flex Hose sediment trap ! 3/4" poly. pipe Ground Level Generator 300K BTU 2nd Stage Pressure Valve from 2 PSI to 11" WC • . . • . . • . • . • . . 0.0 ••• • •.• • • • • . • • • • • . . • • . • • . • • • • • ••• • • • ••• • • Tables Used 2017 Table 402.4 (36) 2017 Table 402.4 (28) Longest Branch to Generator 80' ADVANCE EXCAVATING 890 SE 5 Ct. Pompano Beach, FL 33060 TEL: 561602 5354 STATE LIC: 23069 MASTER LIC: 23006 LPGX System Appliances Consume (BTU) Generator (New) ONLY APPLIANCE 300K Total BTU Demand 300K 1st Stage Pressure Valve from 250 PSI to 2 PSI Ground Level „ Poly Pipe I 500 Gallon LPGX Tank �,jC,� r°c�?•P�e��c DEBORAH S HODGE Commission # GG 262143 N� 7 • J� No= Expires November 16, 2022 k� f th Q*, Ke6 i5 P tC M A P R 1 „ �Ik flop Bondad Thru Budget Notary Services nuwrrssm Quality Steel Corporation AG/UG Propane Tanks ,OVERALL LENGTH III 1LEG SPACING APPROXIMATE ABOVEGROUND/UNDEGROUND ( DIAMETER HEAD OVERALL OVERALL GTHI HEIGHT WATER- CAPACITY (OD) TYPE LEN *120 wg. 24" Ellip. I �� 5 -8 *250 w . 30" Hemi. 7'-10" *320 wg. 30" Hemi. 9'-7" 500 wg. 37 1/2" Hemi. 10, 1000 wg. 41"- Hemi. 16' -1450 wg. 461/2" Ellip. 17'-4' 1990 g 461/2" Ellip 23'-11 3' OVERALL HEIGHT l�jt� LE�JG WID7H r �r0 w1p7N �- 450 w9. AND UP /UG) VESSEL DIMENSIONS AND SPECIFICATIONS LEG* LEG** WEIGHT **QUANTITY WIDTH SPACING (IbS.) FULLLOAD PERSTACK 2'-101/2" 260 96 96 16 12 V-1 1/2" or 3'-11" 54 9 3'-8" 1'-5" 4 -11 480 3'-8" 1'-5" 5' 620 45 9 4'-2" 1'-8" 5' 950 37 1 30 8 16 4'-5" 1'-8" 10'-1" 1,800 15 5 V-9" 11'-7" 2,650 12 4 1'-9" 16' 3,520 8 4 w. 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, Sedi..... �Divisibhl.• • • •. • • Complies with NFPA 58. """ • .... . .. ..... - Rated at 250 psig from -20' F to 125° F. All vessels registered with National Board. • • • • • • • • �; • • .. .. .. . ...... - Two service options available: • • • • • •• i • Option 1: Ready -to -bury underground option, coated with either powder coated phenolic @pGxjVnish •••••• or liquid applied epoxy primer coat followed by urethane top coat, VppTipd wit s; .ol';posite • • AG/UG dome. • • • Option 2: Aboveground option, coated with either powder coated TGIC polyester finish or liquid applied epoxy primer coat followed by urethane top coat, supplied with steel AG/UG dome. - All vessels are shipped vacuum pre -purged to enable simplified first fill of the vessel. Updated June 23, 2017 propene `dank Anchorage Installation Caluuiat' t0f Flotation & Wind Stabilization Tank X- Ne ItY (Gallons) Appn9val/Enginooes SOW 1 1990 f. 2 1450 51 T,. r /► �4 3 1 000 `E JE•�two 85G 1 ��ba&� a n. 't�4. 5 <v 5 500 g , r 5 325 0'0 � �� RTC �F ; $% ` ,.C,`�, .t 7 25 '� SrONA I ' g 150 ) g 120 O 10 120 Tank Water Leq Dia. Length length (feet) Surface Weight Empty Buoyancy Number Ca acity Spacin (in) (inches; ft^2� (lb) (Eaf) (inches �:.;. 4$: 2373 9.-i67 .. ...�231 .. • 2 1450 139.5 48 208 17.33 69.33 :.. • 2658 �'' 13104 •:, 165 13.75 ....1'440 46.98 ' 7800 850 86 41 " 9:9 30 5$ ' 4-486* 37 30 113 119 992 ••• 4 79 •597 •.. .--�-•J g 325 60 , ....... i. .. "217 k 2 OA 84 + %.00 14.00 • 314 • ••• • .._ 8 150 60 35 = 24.0 Y,: • -. •..:.1044 54 30 - 11.25 260 10 120 - :-:_-....... .the values ed here are for anc,orage of submerged tanks. The uplift is due to the waW table Pushing the tanks up when the water reaches the depth of the tanks. 1546 lbs. 1577 lbs. 1359 lbs. 1540 lbs. 1359 lbs. 884 lbs. 1359 Ibs. 816 lbs. VV lbs. &;3 lbs. srhole straps should -be placed as close to center of tank as osaihla 1-1 /4" Strap or 7r32" Cables ,tiger Style Earth Mchors NOTE: Loading for strap and cable conditions Is based upon 3150 Ib. Working Load Capacih► WI16ilil4lC. Always check for underground utilities before installing Grade 1, 4725 Tensile Strength• Strap: i-1/4" X , 9 Galvanized CaWe,1 Galvanized �56M lb.Class �Srealdng Strength, �b1e: 7/32.7 x i 2 Anchors Required for Each Strap or Cable. Tank Number 1 2 3 6 7 8 9 10 Wind Anchorage* Plumber at Straps or Cables Required per Zone 00 110 120 mph mph mph. 150 90 m mPh. �h. I mph. 1 mph. I � I 0 0 j 0(2) 1 0(2) 0 0 0 0(2) 0 0 1 0 0 0 C 0 o 0 0 0 0 0 0 0 1 0 0 0 1 0 0 1 1 0 1 1 1 1 0 '� 1 0(2) 0(2) 1(2) 1 1 1 1 1 150 mph. 2. 2:. 2` 2 2' 1q) 1(�.) 1 170 mph. 2 2 2 2 2 2 2 1(2) . 1 ' 1 • 1 5 ' SATE OF % °eo •.. OP \•. 4. AS env 13uoyancb Ancho7896* # Cables # Straps Anchor Required I Required I Pull Out 6 6 5 5 4 4 3 3 2 2 1 � 1 1 ...1 •1 ... 1• NtYTES: .•'••' of a empty tank. • • • • • • * Engineering data erased on njded for stabilization on longer tanks in high winds (2) - 2 straps or cables recAr►n • must have a minimum of 5/8" shaft. • Eye or mobile home anchors • . • with (2) 4" disc. Qm 2 SONS require minimum of 30� anchor v� (1) 6" disc. Class 3 So IS ire minimum of 34 anchor Cls�s,� � uir minimum 48" anchor W1 i 6' sc. gees 4B Sorts require minimum+ of 60 anchor with (. 6' disc. Soil Gass`& Recommended Test Values On. 14s.) Anchor / Stabilizers -- ' :T' Cross Drive Mock Anchor \ 48" Cross Drive Rock Anchor 1� TDE Part Number Black/Galvanized 59110 5911OG 59111 59111G :30' X 5/8" rod / 2 - 4" helix 59090 59078 30" X 3/4" rod ! 2 - 4" 59095 59079 helix 59097 59097G b 0" 13/4" red / 2 - 4" helix All anchors above should use one of the following when subjected to lateral loads: 59292 59292G 12" Stabilizer Plate 59291 59291 G 550 lbs + Quik-Set Stabilization Plate - - - - - - - - - - - - - - - - - - - - - - - - 59118 59119 .,.'-plate Anchr-r with 2-23f32" Rods 59080 59(}81 4811 X 5/8�� rod / 1 -. 6" helix 59085 59094 48" X 3/4" rod / 1 - 6" helix ,� 59250 5925OG s 36" X 3/4" rod / 1 - 6" helix & 1 - 4 helix All anchors above should use one of the following _ twhen subiez;:ed to lateral loads: 59292 59292G 351 to 550 lbs. 12" Stabilizer Plate 59291 59291G Quik-Set Stabilization Plate - - - - - - - - - - - - - - - - - - - - 59091 59091G Deepset Anchol 30" X 3/4" rod / 2 - 4" helix 59081 59080 4t?11 „ X 5/8 anit d ! 1 - 6 helix 59085 59094 4.8" X 3/4" rod / 1 - 6" helix " 59250 5925OG 36" X 3/4" rod / 1 - 6" helix & 1 - 4helix 59128 59128G 3/4" rod, 42" long, 2- 4" helix, Class 4A 59086 59086G ® 3/4" rod, 48" Jong, 24" helix, Class 4A All anchors ahove should use one of the fallowing • • • • when subjected to lateral toads: ' 0000 Y • • • • •' .276 to 350 Ihs. 12't S�bilizer Plate '••' 5W2• 59292G � •99286 17 - 1 <i" 'Stabilizer Plate (Florida 00y) NA '- • ;5929 G Qual, Set Stabilization Plate • • • • • • 5�293 �fA• •. ABS Stabilization Plate (Florida Only) • • • • _ r — — — 'i•T•T. '— — T•—•— — V0We 4r — - ;,eepset X 3f4" rod / 4" & 6" hblix 59Q92.• 49MG 60" X 3/4" r9i 11 - 7" helix All anchors ahoy°e should use one of the fallowing when subierWJ to lateral loads: 17 -V2" Stabilizer Plate �69049 • • .. Nq •' • 59M 59293 NA -e obse soils, shorter models for harder Soils. Prior to Ground anchors I" c;psigned for diffecent sM CIM��5stationE: [ORO f models tor 1 rov Anchor el with , m th a soij Test Probe) in -order to match BPP edgrOund mod installing any gm-nd anchor model, tide soil mUs'. ` site soil class around home will not be ,lose to any underground WAAWK, result in serious personal injury. Fail: t -, 6.30r Of electrical cables may electric al '-r ir.as or se. Soil Test rmae "jb-ns Wjow tx- survace near the anchor's ballot. Using the Soil Test Probe will ensure The Soil Test Probe Is Lse� to detennift lire soli GO' k' - --ur each sail condition. �,tg strength tYV il�,J"thlg u,& i)n)pe, anchcslllfX16, I maximum ag,"VA;f -I!)�dk; ,�F.�4 to the rac.orrmended anchor for every soil condition. Using flle ,. r -,- .: prAe �)c. lndrucfi,I-v.`- j, .,,, 4 , , n ln(: F� i,�smg a 15i16" hex socket with a ratchet or breaker baG , ul _4 , t� r I , used) 1. Place :) �1-, - I., ma Ine wrtn an adaptor head may also be rotate D8 101 a clockwise airecuon. (Aft efe(Ark; OrTve Gn S cr �:, � �.-: eqL;)' to the length of the anchor being installed. , 1 2. Drive V-,fa Probe 3. To dete�T.-;'W Ts -flalt7 Onte "7R -ffl- -F -- , - - 'I'l, Probe. I "Ir 0� .�_, - ,, - n" I the wrench. (Do not exceed 600 in. tbs.) • Rea",,, ,,refich wh;lf? —t ing pv—' r rei n qs. Color codes match those printed on Tie Down's torque probe. • Use cipf, retp,-nve or.,be sTwAbon &..art v? cross anchor depth and check reading. until 4. if probe rev-4-kilq does not match the anchor TOTtz, depth, rotate probe to next reading on pn,,he tvitrfts anctlier terigth for death of reading. �i;ounter clockwise). nr everw 5. To remr-ip "Cr"IF, k9L Soil Claq6 -! u n j i,,a, � °E,e, and/or cementedr4loai5C, cidll ae, 6 ilt. rfayr, and coral , �50 ,,�,,neiv rarave,F VFrY 5 -11 .73 i3O 350 t. B, firm clays _00se 15ana anzi ,7F �;o 275 L 600 in. lbe. torque Wrench 5' Earth Probe 009�hl WAW.11/ Wrench Adaptor Goes so. to.* 0000:0 : 0 11rz-010 0 0 : 0 000000 00*0 so, el, 0 0 0000 00 0 0 0000 0 a 0 9 0 9 000000 0 0 0 0 0 IGO: 0 60 o 0 0 0 00 WHY CHOOSE QUALITY STEEL UNDERGROUND TANKS? • 120 - 1,990 WG CAPACITY • General Specifications • Conforms to the latest edition of ASME Rules for Construction of Pressure Vessels, Section VIII, Division 1. • Complies with NFPA 58. • Vessels shipped with durable ready -to -bury coating. Vessels, depending on manufacturing location; are either powder coated with phenolic epoxy or primed with liquid epoxy and coated with liquid epoxy top coat - both providing a durable ready -to -bury coating. • All vessels are shipped vacuum pre -purged to enable simplified first fill of the vessel. • Green composite dome provides large working space and is resistant to the elements. Anode stud attached to riser pipe to enable ease of cathodic connection. • Family & employee owned • Financing and leasing available • Customized delivery programs available $14 U.S. 61 • Cleveland, MS 38732.800-345-.2495 - www.1 HOW DO I FIND MY SALES REP? Visit our websl:e, wyvw.prop-Miank.com to� view a list of our. reps Once pn oWr site youll•• be able to chops le-Comr e@rcialoptionsoiyl:• from there youlITE! fdken to a list of US states . .... . where you can•choose your rMlio an4.ie.w •.. the contact infgrm3t�W for yoj r Ucal saleeZ��. If you don't se@�j A'sales N,�please W. L a call at 800-3;5,Z495. • • .. • Our manufactwrl locatiols %q strategically • located to h4-serve your tariliPeeds.:"••: OHIO LOCATION 721 Graham Drive Fremont, OH 43420 A- 11A h(_.1A 5601 Axel Park Rd. West Jordan, UT 84081 801-280-1133 Because * tna* HOME OFFICE 2914 U.S. 61 Cleveland, MS 38732 800-345-2495 TY STEEL uQgty Steei Meows Quality Tanks Jtar SU9ae 84995Ah iactuars it Consult our dimension and specification chart below to find the tank that best fits your needs. Visit our website at www.propanetank.com for more information. OVERALLLENGTH OVERALL HEIGHT 4 • e i •�, � it ..••.• ••.9•:50 wggo 0,, AND.IolP ••�.ee • • 00 • e APPROXIMATE UNDERGROUND VESSEL DIMENSIONS ,AND SPEEIFICATION6 - ....:. DIAMETER HEAD OVERALL OVERALL HEIGHT LEG** WEI't-�r-iT • *'"�Ql•1ANTITI�•e" WATER CAPACITY (OD) TYPE LENGTH WIDTH (Ibs.) UGSR UGLR FULLLbAb• PER�STACK 120 wg. 24" Ellip. 5'-8" 3'-10" 4'-5" 1'-1 1/2" 260 48 160 6 j 10 250 wg. 30" Hemi. 7'-10" 4'-6" 51-V" 1'-5" 480 30 ( 42 5 j 7 30" Hemi. 9'-7" 4'-6" 5'-1" 1`-5" 620 25 ( 35 5 j 7 37 1/2" Hemi. 10, 5' S'-7" 1'-8"950 25 5 E 41" Hemi. 16' S'-3" 5'-10" 1'-8" 11800 15 5 461/2" Ellip. 17'-4" 5'-9" 6'-4" 1'-9" 2,650 12 4 46 1/2" Ellip. 23'-11" 5'-9" 6'-4" V-9" 3,550 8 4 Dimensions and specifications shown are approximate. Individual vessels may vary Dual lifting lugs for 500 and 1000 wg. standard tanks. " 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. Applicable federal, state, or local regulations may contain specific requirements for protective coatings and cathodic protection. The purchaser and installer are responsible for compliance with all federal, state, local and NFPA industry regulations, including proper purging for first fill per NPGA 133-89(a). Cathodic protection required. Coating must be continuous and uninterrupted and must comply with an local; state or national code. HOME OFFICE OHIO LOCATION UTAH LOCATION 2914 U.S.61 721 Graham Drive 5601 Axel Park Rd. IQUALI Cleveland, MS 38732 Fremont, OH 43420 West Jordan, UT 84081 B1ecovse G tua Steel Means S.] mMy units 800-345-2495 419-334-2664 801-280-11'. 33 A'1k�1G8 fBtSbE64iFip$If£.A �3�FMfY�CElC51F Quality Steel 04/2018 S3 ,S.0 a�L�d C��eriGi f�OR1D�` PERMIT ADDRESS: 1151 NE 99TH ST PARCEL: 1132050180070 Miami Shores, FL 33138 APPLICATION DATE: 02/27/2020 SQUARE FEET: 0.00 DESCRIPTION: RELOCATE EXISTING 500 GAL LP TANK FROM REAI EXPIRATION DATE: 08/25/2020 VALUATION: $4,850.00 OF PROPERTY TO FRONT OF PROPERTY. GAS PIPI AND CONNECTIONS TO EXISTING GENERAC 22 M STANDBY GENERATOR CONTACTS NAME COMPANY ADDRESS Contractor KEITH BIKES ADVANCE EXCAVATING LLC 890 SE 5 CT POMPANO BEACH, FL 33060 Owner ADAM CARRICO TRS ADAM CARRICO TRS 1151 NE 99 ST miami shores, FL 33138 REVIEW ITEM STATUS REVIEWER Plumbing v.1 Requires Re -submit Maykel Massanet email: pl@msvfl.gov Comments: FBC 107.1 Provide detail for under ground installation March 04, 2020 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 PERMIT ADDRESS: 1151 NE 99TH ST Miami Shores, FL 33138 PARCEL: 1132050180070 APPLICATION DATE: 02/27/2020 SQUARE FEET: 0.00 DESCRIPTION: RELOCATE EXISTING 500 GAL LP TANK FROM REAI EXPIRATION DATE: 08/25/2020 VALUATION: $4,850.00 OF PROPERTY TO FRONT OF PROPERTY. GAS PIPI AND CONNECTIONS TO EXISTING GENERAC 22 K" STANDBY GENERATOR CONTACTS NAME Contractor KEITH BIKES Owner ADAM CARRICO TRS ADAM CARRICO TRS COMPANY ADDRESS ADVANCE EXCAVATING LLC 890 SE 5 CT POMPANO BEACH, FL 33060 1151 NE99ST miami shores, FL 33138 REVIEW ITEM STATUS REVIEWER Plumbing v.1 Requires Re -submit Maykel Massanet email: pl@msvfl.gov Comments: FBC 107.1 Provide detail for under ground installation March 04, 2020 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 %/6 ! 711 J^ AODRESS od PERMIT NUMBER THIS SYSTEM HAS BEEN MANOMETER TESTED FOR 15 MINUTES START f4 INCHES W,C. FINISH X'2 — INCHES W.C. INSTALLER Iry 1g T t mown ;:�+;� •., JANET 6ETANCOURT Commission # GG 180073 Expires May 1, 2022 Ildvan r TMI T f e003d5 T019 e Phors:.5i51-402-4354 X. 054-781-674F Kett^ Bikes, 9 14.:; N iE 2 3 rfj Place ��POWER PCLWER I 0 Ono•Stop•Siop for Power u�� C ARE � DEMER EXCLUSIVE The best choice for peace of mind'" PROVIDER 03/30/20 Mr. Massanet Miami Shores Village Plumbing Inspector Permit # PL-02-20-430 1151 NE 99 St., Miami Shores Final Plumbing Inspection 03/30/20 Dear Mr. Massent, This letter is to inform you that the existing underground LP tank was relocated from the rear of the property to the front of the property and the gas line in the rear has been removed. There is no LP tank or gas line located in the rear of property anymore. Please see site plan that was approved by plan review that states: "Existing 500gal belowground LP tank to be relocated to front yard" and - "Install existing 500ga1 LP tank belowground LP tank 18' from -front property line, 12' from side property line, 10' from, house, driveway and all sources of ignition." f If you have any questions please contact Keith Bikes at Advance Excavating 561-602-5354 or Deborah Hodge at Empower Generators 954-922-3800 x 113 Respectfully. Deborah Hodge Li Z36(� 364 S.W. 4th cr Dania Beach, FL 33004 . Tel. 954-922-3800 • Fax: 786-228-8449 . www.empowergenerators.com