Loading...
PL-18-477Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1569 NE 104 Street Miami Shores, FL Owner Information Address Permit Permit NO. PL-2-1 8-477 Permit Type: Plumbing - Residential Work Classification: Gas Permit Status: APPROVED Issue Date: 312912018 Expiration: 09/25/2018 Parcel Number 1122320320160 Block: Lot: Phone Applicant ALAIN & CARLY GONZALEZ Cell ALAIN & CARLY GONZALEZ 1569 NE 104 Street MIAMI SHORES FL 33138- 1569 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) SUBURBAN PROPANE LP Phone (305)635-4427 Cell Phone (786)277-9756 Valuation: Total Sq Feet: $ 3,470.50 0 Type of Work: SET ONE 250 GALLONS LP GAS TANK (UN Type of Piping: Additional Info: SET ONE 250 GALLONS LP GAS TANK (UN Bond Return : Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Miscellaneous Fee Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $2.25 $2.00 $0.80 $80.00 $150.00 $9.00 $3.20 $249.65 Pay Date Pay Type Amt Paid Amt Due Invoice # PL-2-18-66568 02/26/2018 Credit Card $ 50.00 $ 199.65 03/29/2018 Credit Card $ 199.65 $ 0.00 Available Inspections: Inspection Type: Final Press Test Review Building Review Structural Review Plumbing Review Planning 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-namedn act to o the rk stated. March 29, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 29, 2018 1 Miami Shores Village Building Department FEB 22018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BY: FBC 2017 BUILDING Master Permit No. Pi_ 18 - PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL Q"PLUMBIN El MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION El SHOP CONTRACTOR JOB ADDRESS: / o q k C / 64 $ h City: Miami Shores County: Miami Dade Zip: DRAWINGS Folio/Parcel#: Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: if L n-i id &0 to-Z�'? Phone#: G'- ?-7 - S 7 5G OWNER: Name (Fee Simple Titleholder): 7 �' Address: % $ (o S Al r Jl?c/ 6, City: TO /frin' State: Pt" Zip: 3 3 13 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: SUCoUv4/4-t-' Pad /'AW( Address: 3U6 NW City: /14 / /4i `1' State: Phone#: 3aS C=3— t14,77 33 / 4/'L Zip: Qualifier Name: 1 LE4i ,t3pd° Phone#: 3ur (4-? 7- State Certification or Registration #: A / _ ?"33c:Ii Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ' I City: State: Zip: �^f Value of Work for this Permit: $ �( (� `� v1 Square/Linear Footage of Work: Type of Work: - El Addition El Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 3 o1 uD 64 Ld A( Li° £ '? 4-25 646 L /Nis .C31 U f-/1eA-s Specify color of color thru tile: Submittal Fee $ - C) f— ' "', C Permit Fee $ U CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ 'a - as Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ l 10 ' a° Bond $ TOTAL FEE NOW DUE $ iq l9 • GS (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of )/1,44441 , 20 / , by Z..3 day of fe�rv��� , 20 ie. by { Aa *� l J�a-�-a (�Z o is personally known�� G�ic- ,who is personally know o me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: C, OGELIDQUEVEDO rotary Public - State of Florida •�'� Commission A GG 108333 My Comm. Expires Jul 4, 2021 koF r � . Bonded through National Notary Assn. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ******************************************************************************************** *************** APPROVED BY Plans Examiner / I (s1 ?e i2 t P -- Y Structural Review Zoning Clerk (Revised02/24/2014) auutry-11g, Quality Steel Corporation AG/UG Propane Tanks • /' • • • • • •.: •• -•• • APPROXIMATE ABOVEGROUND/UNDEGROUN . • •- • • • • • • • • • •• • •• • • • • • • -.•••••• • •- 'J • • • 11 ,• `• • • • • • • •• • • • • • • Ji• • • • •••• • •• • • • • • • • • • •, •'�• • • 0,• • • • • • • • • • • • • • • • - •• • • • • .• -• • WATER CAPACITY DIAMETER (OD) HEAD TYPE OVERALL. LENGTH OVERALL HEIGHT LEG* WIDTH LEG** SPACING WEIGHT v (Ibs.) ...... • **QUANTITY FULL LOAD PER STACK *120 wg. 24" Ellip. 5'-8" 3' 1'-1 1/2" 2'-10 1/2" or 3'-11" 260 108 196 16 112 **250'vtrg. 30" Hemi. 7'-10" 3'-8" 1'-5" 4'41" 480 54 9 *320 wg. 30" Hemi. 9'-7" 3'-8" 1'-5" 5' 620 45 9 500 wg. 37 1/2" Hemi. 10' 4'-2" 1'-8" 5' 37 ) 30 8 16 1000 wg. 41" Hemi. 16' 4'-5" ..1.-8" 10'-1" . 17 y 15 6 15 1450 wg. 46 1/2" Ellip. 1T-4" 4'-11" 1'-9" 11'-7"f,2 ,650 (27; 4 1990 wg. 46 1/2" Ellip. 23'-11" 4'-11" 1'-9" 16' 8?120 • wig/ . 4 Imenslons and specifications hown 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. 12 - no holes in legs (one center hole on request). 500 and 1000 wg. standard tanks • 2 holes 16" on center. 1450 wg. and up * * 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 VIII, Division 1. Complies with NFPA 58. Rated at 250 psig from -20" F to 125" F. All vessels registered with National 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 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 30, 2015 j HOF f GRADE AWAY FROM CUSi N:G COME /- 5AC✓n FILL BLCPE GRADE AWAY F:CM NCUSING DOME R:Gir, ..L ;. OK iNnFprzni;OJT I °GAS TANS 5-v (11-" ' 7 lIJ 0U.-1 77/7sAi' E S 8' CONC. 51AE w1 #5 R' - I::CEED TinL i6 TanDetail I- 1!IC l;I't s1. TANK DIME} 5ICN5 BY ' AL 5055 •• ••• • • • • • • • • • • • COATED TO dia. TYr OF • • • •• •• ••• •• • • • •• • ••• • ••• ••• • • • • ♦ • • • • • • • • • •• • • • • • • • •• • • •• • • • •• •• • • • • • • • • • •• • • • 4100 • • • • 0011 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 4100 • • EEL CABLE - ATTAC" Tl. ANCiCR NTS — — O N REi--TE ."7 %L OVER rsME (�`{ OI YA. C `. �itY vKi_ ~ ! tr-��L! lF� V 5--.7 J�.[_ Lt�'�l r-1.'7 ..t OF PROPANE TANKS SUBMERGED t? WATER 1 1 1 1 I SUGGESTED D ' —"— SUGv�: c� TANK. ;L'!T_ • F Jlr`,s Fit EMF ; ; '�T. ao(J'(A icY- ; CU18!C� FEET OF . alai G ''AF G P =D Di� ENS1 R;S I S?Z= 'DIEM -ACED !L aS.U'OrF { L q ;aE !CG;:CPF T ` RED :,. ;OF CONC. REG�'�' �' IDT'r' ILENG i F ' s HiCKNESJ 20 _1 10OC 1 71E.. 2 ed I ��S�J• —_�4d -- �i2 — -- iz72 -- -- S9-t5 -- — fl 42 —= ��" — 4c= 1 ?�= f _ 1L �- _70.9 I- u j <- _1 2075 i - { �_i� ___--�_56 i SQ'� -i i20' ~y 7-•(0... --- I i 11-0,. [ram— i 22.2.7 1000 754 6E42 4 5 1G`" 1 t450 1-057. I 20L0 0427—1—_5�_7ii --'•-" i 202ti I It,5j^a" 1 9G i S5 I 2030 i -- 1.�5 5 _.b' I I . C;vr. CP S • • • • • • • • • •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • ' • • • • • • • • • • • • • • • • • • • • • • • 0 0 • • PINNELL SURVEY, INC. 5300 W. HILLSBORO BLVD., SUITE 215-A COCONUT CREEK, FLORIDA 33073 PHONE(954)418-4940 FAX(954)418-4941 EMAIL: order@sfland.net CERTIFICATE NO.: LB6857 SURVEY ADDRESS: 1569 N.E. 104TH STREET MIAMI SHORES, FLORIDA 33138 FLOOD ZONE & ELEVATIONS: FLOOD ZONE: AE BASE FLOOD ELEVATION: 9' CONTROL PANEL NO.: 120652-0306-L DATE OF FIRM INDEX: 09/11/09 REFERENCE BENCHMARK: MIAMI-DADS COUNTY ENGINEERING B.M. "B-26-RA" ELEVATION = 17.23' CERTIFY TO: I. ALAIN GONZALEZ 2. KIM & LOWMAN, LLP 3. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 4. MERS, SOLELY AS NOMINEE FOR TD BANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS, AS THEIR INTEREST MAY APPEAR •••Il • POTENTIAL ENCROACHMENTS: HMENS I. 4 FOO.. CHAIN LINK FENCE CROSSES ME! • • • • •• • L1 `; ?iitCii i`1' LIN • •• GI • • ;q • •i •••• • •• • • • • • ;• ••••! • • ,,• •.,• •• •• •. • •••• LEGAL DESCRIPTION: • • • • LOT 17, BLOCK 3, OF "RIVER -BAY PARK ADDITION", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK•I0, AT PAGE • 72, OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY, FLORIDA. • • • • • • •• • •• • • • • • LEGEND & ABBREVIATIONS: A =ARC A/C = AIR CONDITIONER A.E. = ANCHOR EASEMENT B.M. = BENCHMARK B.C.R. = BROWARD COUNTY RECORDS C.S.S. = CONCRETE BLOCK STRUCTURE CHATI'. = CIIATTAI-IOOCITEE C.O. =CLEANOUT CONC. = CONCRETE C.L.F. = CHAIN LINK FENCE C.L.P. = CONCRETE LIGHT POLE (C) = CALCULATED C.B. = CHORD BEARING C.R. = CABLE RISER (D) = DEED (P) D.B. = DEED BOOK P.B.C.R. M-D.C.R= MIAMI-DADE COUNTY RECORDS P.B. D.E. = DRAINAGE EASEMENT ELEV. —ELEVATION E.S. = ELECTRIC SERVICE F.P. & L. = FLORIDA POWER & LIGHT L.A. = LICENSED BUSINESS L.P. = LIGHT POLE M.H. = MANHOLE (M) = MEASURED NAVD = NORTH AMERICAN VERTICAL DATUM NGVD = NATIONAL GEODETIC VERTICAL DATUM NO. =NUMBER O.H. = OVERHANG O.R.B. = OFFICIAL RECORDS BOOK 0/S = OFFSET = PLAT PALM BEACH COUNTY RECORDS = PLAT BOOK P.C. = POINT OF CURVATURE P.E. = POOL EQUIPMENT P.I. = POINT OF INTERSECTION P.R.C. = POINT OF REVERSE. CURVE P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE R =RADIUS RAY =RIGITT-OF-WAY T =TANGENT (TYP.) =TYPICAL U.E. = UTILITY EASEMENT W.F. = WOOD FENCE W.M.= WATER METER = DELTA OR CENTRAL ANGLE = CENTERLINE = ELEVATION GENERAL NOTES: 1. TYPE OF SURVEY: BOUNDARY 2. IF TFIIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION BOX SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL & VOID. 3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MA l I ERS OF RECORD BY PINNELL SURVEY, INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, FOR WHICH THE SUBJECT PROPERTY IS LOCATED IN. 4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 5. ELEVATIONS SHOWN HEREON (IF ANY) ARE RELATIVE. TO NGVD 1929, UNLESS OTIIERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. 7. FENCE AND WALL OWNERSHIP IS NOT DETERMINED. 8. THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT WRITTEN PERMISSION & AUTHORIZATION FROM PLNNELL SURVEY, INC. 9. ALL EASEMENTS SIIOWN ON THE ATTACHED DRAWING ARE PER THE RECORD PLAT (UNLESS OTHERWISE NOTED). CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING III LE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE UNDER RULE 5J-17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JASON H. PINNELL. PROFESSIONAL SURVEYOR & MAPPER LICENSE NO. 5734, STATE OF FLORIDA REVISIONS DATE CHK'D BY SKETCH NO.: 16-1789 DATE OF SURVEY: 09/19/16 CHECKED BY: J.P. FIELD BOOK/PAGE: 541/37 `SIDE 1 OF 2 J FOUND DRILL HOLE\ FENCE. 0.1'W SEAWALL CAP 0.4'N- 0.6'W 1.5' CONC SEAVAAL fs) 0 m CO 1 C.O.S. _ WALL CONC' DAVITS-} 6' WOO4 - FENCE 0.5'E --- 11.96' 0.6'E 0 10 0) 9.9 0.6'E 9.90'- FOUND 3 /4" IRON PIPE o/s 0.14'(N) DISEAsI E - DRAINAGE CAN 1.1 (75' RIGI IT -WWAY) .1 4.G0'/ 1.35' CONC SEAWALL CAP 75. 16.30 P 001_ 15.1'X 35.1' -I- 0 1n ui 15.45' CONC DECK. •' • .00('OVEiRED AREA n �Q / f / / /14,60'/ ?SC.B.S. r.. RESIDENCETORY ; 1569 FINISH FLOOR ELEV.=7.29' GARAGE FLOOR ELEV=5.72' n% 8..3C1' / 14.45' 1.9LS' 4.95' y rD n <�. �/' /8.65/ /11,45' / CONC WALK' P.(.I SITE ELM. I - b SET NAIL -- rr ELEV.=3.79' \ '3 90', EiRICK ENTRY ASF'HAI. L DRIVE 75.00 PLANTER ..,'' ME. 1_O4-th STREET -10.00'- (50' RIGHT-OF-WAY) SITE B.M. SET NAIL. tg' A5PHA.L.T PAVEMENT ELEV.-3.67' l.ii.J 'b 111 PI opatie 4 FOUND€ -DRILL 110LE o/s 0.4'(Nas 0.1'E 4' CHAIN LINK FENCE (1TPICAL) hr) © l 0 0.2.E FOUND 1/2' IRON PIPE C( o/s 0.25 (N) 0 ,ri 0.10'(E) N •••• •• • • • • • • • • • • ••• •• •• •• • •• •• • • • • • • • •• • • . • • • •• • 1. • • • • • • • • • •• • •• •• • • --� • r • .• • .t • ••••1 • • • • • I • ••••• • • • • • • • Sc7\L,i::: 1" .- 2(1' I)(:AWN BY: Q.D.I. SIKET(,H NO.: 10-1 789 SIDE 2 OF 2 JJ • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • 000 • • • • 000 • • • •• • '_ +1- - • • • • • • • • • • • • • • •• • • • • • • • ••• • • • .•• • ••• • •• • • • •• ••• .. • •- • • • •'� • • •• . • • • • .I11..• (1 r.. COOKTOP © 0 u FIRST FLOOR PLAN JZ- .331(14 - --�s - -ram �'---------- ----------- 7a aop scum ` 0. FUND „dll ./ NEW e C.N.u. WWI EXISTING WALL TO REMAIN ' EN INTERIOR PARTITION NEN CONC. SLAB E%ST.NG ROOM SPACE OR CONC. SLAB TO REMAIN 'DATE 1 �� &.12 2017 1x ,_ DRAWING NO. 4 0 n