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PL-19-1486Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 07/09/2019 Parcel Number 1235 NE 96TH ST, Miami Shores, FL 33138 1132060143790 Contacts Permit No.: WL-06-18-1486 Permit Type. Plumbing - Residential Work Classification. Gas Permit Status: Approver! Expiration: 01/06/2020 ROBERT WILLIAMSON Owner ADVANCED GAS & GENERATORS Contractor 1235 NE 96 ST, MIAMI, FL 331382553 CONTRACTORS WALTER WAHLENBERG 4794 SW 75 AVE, MIAMI, FL 33155 Business: 3054719010 Description: CONNECT TO GENERATOR TO PROPANE TANK Valuation: $ 2,800.00 Inspection Requests: 05-762-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $50.00 Scanning Fee $9.00 Technology Fee $2.50 Total: $117.90 Payments Date Paid Amt Paid Total Fees $117.90 Credit Card 06/27/2019 $50.00 Check # 8220 07/09/2019 $67.90 Amount Due: $0.00 Building Department Copy 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 July 09, 2019 XY Page 2 of 2 Miami Shores Village Building Department B 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING �A 2 712019 FBC 20 Master Permit NoU- --- 0 4— 19 --E38 7 FL .A-Q� Sub Permit No. q'I l j'TD ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP a/ �} / CONTRACTOR DRAWINGS JOB ADDRESS: 12357 ,V E 7 0 S City: Miami Shores County: Miami Dade zip: 3 31 30 Folio/Parcel#: r ( — 12 06 — 014 — 3 )-[4Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):: ffJ�Il( 69,& ? VV l `t // t «� 500 Phone#: Address: l 23 5-IVE 96 Sr City: fir/`IVIIK! �17030-47 State: 3313Y Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: #Q VGA C el 62Z, /eo QO/ (/o4X k6hone#: ?©5,rT/ (70 ) 0 Address: C zq 5u/ ?-5 11VP City: /U ra,7141 r State: Z ip: �! 3) 55 Qualifier Name: State Certification or Registration Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: .% (`JUG �o Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition Description of Work: (fO4 /❑ /Alteration ❑ New �J ❑ Repair/Replace T �.w �-or _ o✓c � / /) Y YYi I9/_ _... d�c� /cam Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $SSW 1 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ n TOTAL FEE NOW DUE $ (Revised02/24/2014) 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. Al o, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seve (7) days after the building permit is issued. In the absence of such posted notice, the Inspection willpotpe appr ve qnd a rei pection fee will be charged. ER or/AGENT The foregoing instrument was akknowledged before a this day of �� 20 by is personally known to me or who has produced identification and who did take an oath. as Signature 1.4 )47A. CONTRACTOR The foregojpg instrum as acknowledged before me this /da% of V U`�� / , 20 by y 's personally known to 1) me or who has produced as identification and who did take an oath. NOTARY PUB ICE NOTARY PU IC: A A�� Sign: Sign: Print: Print: �" .,; ,•. , JORGE DE filfLMAN Seal: JORGE DE GUZMAN Seals ;. IIY COM111SSION i G(i 33229T- A �. ..�'= COM611SSION GG 33229T 2023 EX =-. May8, 2023 ,. � aB Baled Tin Notary P49& UftdehxFers sssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss ssssssss APPROVED BY /,2 �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SOIL, STATEII ENr- THE EXISTING SOIL INSPECTED IS SUITABLE FOR SUPPORT OF THE PROPOSED CONSTRUCTION AND THE BEARING CAPACITY OF THE SOILS FOUND MEET OR EXCEED 2000 PSF. c coo cc c ccc co GENERATOR TO BE ANCHORED TO THE CONCRETE _ cccooc 0 ooc o0 WITH MINIMUM OF (4) 3/8" DIAMETER X 3" HOT oc0000 c ccc cc DIPPED GALV. EXPANSION BOLTS. c cc c cc cccccc c ccccc ALL ELECTRICAL / PLUMBING / MECHANICAL EQUIPMENT SHALL BE ABOVE REQUIRED ELEVATION AS PER GENERATOR CHAPTER 11C-5(F)(4) L X W X H SHURBS AROUND GENERATOR 46" AT MIN. HEIGHT OF 50" (24" X 48" X 28") 12 SHURBS COCOPLUM FINISHED FLOOR OF GENERATOR PAD WILL BE ON OR ABOVE 9.00 NGVD. CROWN OF ROAD: 8.00 NGVD (4) 1/2 DIA. X 2" STAINLESS STEEL BOLTS WITH NUT do WASHER ALUMINUM STAND 18" HEIGHT (4) 3/8 DIA. X 3" STAINLESS ,r- GALV. EXP. ANCHORS CI ED GENERAL NOTM BUOYANCY CALCUTATION FOR UNDERIGROUNG TANK N 19 1. J ALL WORK SHALL COMPLY WITH NFPA-54 NATIONAL FUEL GAS CODE. Fb=0.134'V•Sw'FS UIV U Net Buoyancy=Tank Buoyancy(Fb) - Tank Weight - Equivalent flo 2. WORK SHALL BE PERFORMED BY AN AUTHFpRIZED acting as co Net LICENSED CONTRACTOR. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. Bou one No. of Hold Down Straps Required= �. 3. TESTS: THE SYSTEM SHALL BE TESTED AND CERTIFIED AFTER INSTALLATION. Vc= Net Bouyoncy Densit Concrete, Strap allowable working loa FS i9�37 R 4. 5. G L E F{ AL PIPIN SHA L Ef SC EDU E 40 GALVANIZED ALPOLYETHYLENE PIPE (U.G.� NOT USED. Y of Fb-Buoyoncy force exerted on tank in pounds C� edi C''� 6. THE RELIEVE VALVE, FILLING CONNECTION, AND LIQUID V-Volume of the tank in gallons 0.134-Factor to convert gallons to cubic feet 'y FIXED MAXIMUM LEVEL GAUGE VENT CONNECTION AT CONTAINER MUST BE AT LEAST 10 FT FROM ANY Sw- $ppecific Weight of flood waier surrou ding the tank (62.4 lbcuft fresh water / 64.1 Ib%uft soft water) EXTERIOR SOURCE OF IGNITION OPENINGS INTO DIRECT VENT APPLIANCES, OR MECHANICAL VENTILATION AIR FS-Safety factor 1.3 Y ( ) INTAKES. Vc-volume of concrete to resist buoyancy 7. NOT USED. Minuteman Tie down straps-3600# working food 8. NO UNDER SLAB PIPING ALLOWED. Concrete density used-150 Ibs per cubic foot Equivalent fluid weight of soil & water-106lbs per cf �" Tank- 500gal, 950lbs, 37.5"OD, 10ft lengh �' --I Concrete Slab-(LxWxH) 8'x4'xO.8' SLAB EXISTING 18 INCHES SLAB • �3000 P.S.I. CONCRETE e < i .�f • tea.. _ �. � .aA-� WWF 6X6 W7.4 X W1.4 3" CLRI 3E� NERATOR CONC. SLAB DETAIL 1�7 N 3/4 10 U 1 /4" PLASTIC COATED GALV, STEEL CABLE - SLAB: L X W X H (96"X48"X10") ANTIBOUYANCY STEEL REINFORCED 3" CLR S CONCRETE PAD TWO LEVELS OF REBARS TT,vsRiN� p�,�N ,n�tP / ' TANK DETAIL --� SCREW ANCHORS INTO GROUND AND DBAND TO HOLD GAS TANK IAD N PLACE. PROVIDE REINFORCING STEEL FOR 10" CONCRETE SLA AS REQUIRED BY ACI 318-02 IN EACH DIRECTION MINIMUM - 0.173 IN 2/FT #4 0 12" O/C EACH WAY AND 3" MIN CLEARANCE FROM BOTTOM OF SLAB. UNDERGROUND LPG TANK SHALL BE STRAPPED DOWN WITH CORROSION RESISTANT HOLD DOWN STRAPS TO A 8'X4'X10" CONCRETE SLABS THE CLEAN FILL MUST BE ON SITE, AND THE TANK MUST BE STRAPPED DOWN PRIOR TO CALLING FOR SLAB INSPECTION. ALL ELECTRICAL / PLUMBING / MECHANICAL EQUIPMENT SHALL BE ABOVE REQUIRED ELEVATION AS PER CHAPTER 11 C-5(F)(4) LP TANK SHALL BE INSTALLED AT LEAST 10 FT FROM ANY EXTERNAL SOURCE OF IGNITION (e.g. ELECTRICAL EQUIPMENTS, A/C COMPRESSORS, ETC.) GENERATOR EXHAUST TERMINATION POINT SHALL BE 1OFT FROM HOUSE ROOF OVERHANG SOFFI VENTS, WINDOW AND DOOR AND COMPLY WITH FBC-R-M1602.2 ANY EXISTING AND/OR NEW ROOF OVERHANG SOFFI VENTS WITHIN LOFT OF GENERATOR EXHAUST TERMINATION POINT WILL BE CLOSED/SEALED AND REOPEN AT OTHER LOCATION. INSTALLATION SHALL COMPLY WITH NFPA 70 2014 ED (NEC) AND FBC 6TH EDITION Fb=0.134•500•62.4-1.3=5,435 lb �,� Tank Areo=10 x 3.125=31.25 sqft Depth of soil over tank= 4.6(hole depth) rr-3.125(tonk dia.)-0.8(slab tt�hickness)=0.675ft Volume of soil over tank= 31.25xO.675+L,.250.56-(3.14x(� Weight of earth over tank= 31.64x106= 3,354 lb 56)z101 =31.64cuft Net Buoyancy= 5,435 - 950 - 3,354 = 1,131 lb No. of Hold Down Straps Required= 1,131 =0.3 (one strap required) 3,600 Volume of slob = 4x8xO.8 = 25.6 cuft Weight of concrete slab = 25.6 x 150 = 3,840 lb Weight of concrete slab > Net Buoyancy x FS 3.840 lb > (1,131x1.67) = 1,888 lb Therefore, the slab weight enough to prevent the buoyancy tank from lifting. SOIL STATFIVIFN'1`• THE EXISTING SOIL INSPECTED IS SUITABLE FOR SUPPORT OF THE PROPOSED CONSTRUCTION AND THE BEARING CAPACITY OF THE SOILS FOUND MEET OR EXCEED 2000 PSF. COMPACTED FILL THAT HAD BEEN SURCHARGED AND SURVIVED HURRICANE ANDREW AND TWO RECENT HURRICANES WITH NO LOSS OF SOIL SINCE 1986 SECOND STAGE APPLIAN REGULATOR 3SZ RA1 SHUTIOFFF V "ASRC OSEDTO THHEE INNLETAM � E APPLLIAANNCE \ keT�H AS PRACTICAL A 31V GALV • CAS SUPPLY PIPING 3 FEC • MANUAL SHUT-OFF SHUT-OFF VALVE • • APPLIANCE GAS CONTROL VALVE TEST TEE • • • r • • • ANCE GAS INLET • a • • • • LJ� 6' DRIP LEG 3/4' UNDERGROUND • • • s `_ CAP Q POLY GAS PIPE • • . a • • 8EDII64E 4T TRAP DETA4IL _ XTa FBC 6TH Ed 2017 TABLE: 402.4(35) POLYETHYLENE PLASTiO TL"NG 402.4(28) GALV. TOTAL LENGTH 0' 1•r TOTAL APPLIANCE = 352.000 BTU; • PIPE SIZE - 3/4" GAS • FIRST STAGE REGULATOR • • • 500 GL LP UNDERGROUND TANK GAS ISOMETRIC N.T.S. QUALIFIER- WALTER LIC. No. LPG-29177 °n 2 0 Lj Vl Q v Q V Q3 ooZW QN W IQQ- 03 �M 2CzLi Ln W� a. E QWU' a C3 a 1-- 0 W 00 LL L,J C'7 - 0." W 3 � o LLJ Z�L�f-17 Lw Z � H 3 In •s 4 •• Z 1•i • G J • • =a • s ••••a • s•• DRAWN NA CHECKED C-1 ])ATE 06-17-19 ALE AS SHOWN Ja XXXX SHEET _P-1 OF I SHEETS