The URL can be used to link to this page

BPP-11-19-2747, 1048 NE 99 St1355 NW 97 AV SUITE 200 MIAMI, FLORIDA 33172 TELEPHONE. (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: LG. AL. . Jbw -�N 1N,�"� II -- ruPgtirs'- 3nr. LAND SURVEYORS B-UNDJRYY SURVEY SCALE = 1 " = 20' I SURVEY No. 17-00002394 SHEET No. 2 OF 2 • • • • •••• •••••• • •••• •••• • • •••• ••aa ••••• • • • • a• •• •• ••,••• • ,a•••• • • • • •• • •,a••• • • • • • • •• • • •••••• (CSC, NO + F.N. 8DISC — P.C.P. N.E. 99th STREET o J — 7.92 7.82 7.83 ASPHALT J\ ~ M 1 1 1 Pf PRICK R� y r RN 7.90 7.80 �— x 7.65 90.00' —� F.I.P 3/4" eo i— F.I.P 3/4" NO CAP c NO CAP o RRIFK PMVPRS PRIVEi' "� H I ' 7.80 8.11 1 8.07 pl 9.93 19.52' PL L -i i o 15.66' QS.. 0.22CL 7.90 19.60' 0 0.181CL 8 25.61' LOT -10 0 " o LOT-9 BLOCK -179 "' N BLOCK -179 tD "' POOL # 'vd ONE STORY PUMP LOT-8 BLOCK - 179 9 97' RES. # 1048 1.24'CL 14'40' F.F.E.=10.41' 0.22`CL GARAGE EL.=8.22' 17.80' 9.88' 1.72`CL N WOOD 6' W.F r 38.35' DECK 1 1 pL 1 JACUZZI i 11r'11r .r1r�r�1-1`i ' 8.9 9.39' BRICK 1 8.00 i' PAVER i i �l i 1 i 8.35 8.40 ' co x ° c 8.50 TILE d r POOL r 8.36 8' W.F. 1.82'CL o 8.50 x ;1; ; C1 .10' 9.34' 6' W.F. of of 0.18'CL RLP 3/4" 8.09 �1 � .1 F.I.P 3/4" No CAP .�— 8.37 15-ALLEY (N.A.P.) NO CAP x C SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. 1388 NW 87TH AVE SUITE 2Q0 MIPMI, FL 33172 Nova Surveyors, Inc. TELEPHONE: (305) 436-ON4 FAX: (305) 264-OM t DRAWN BY: A.A. LAND SURVEYORS SURVEY NO 17-0000239-4 SHEET NO 1 OF 2 SURVEY OF LOT 9, BLOCK 179, OF REVISED PLAT OF MIAMI SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 69, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDVESd% 1048 NE 99 ST, MIAMI SHORES, FL 33138 FO►C • •' • .... CRAIG t.STWENS .:.... :•'::L0d&l0N SKETCH Scale 1" = NT.S. edy oi••:•�• : ••'i :•• 6. • • • • • • /.`r 55'•Q1 ••` //^ _ .;b/ �ti. 14 ' L IS IG .1./ JIB 17 r ,Q. 178 Is _ 19 6 h y _. 20 - _ 1 q V1 ••P••• • • 0 OWL ST. N.E ST. Igo An' 74' . . - 'I4' ge N ,. 4n ID41•R'� Iti' ABBREVIATION AND MEANING A = ARC A/C = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF AIS = ALUMINIUM SHED ASPH. - ASPHALT B C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B O.B. - BASIS OF BEARINGS C = CALCULATED C.B. =CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E = CANAL MAINTENANCE EASEMENTS CONC. - CONCRETE C.P. - CONCRETE PORCH C.S. = CONCRETE SLAB D E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F M. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM INAEG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.AP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.M.L. - OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH.=OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL.= PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT.=PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RfW = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. 06044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTIUTY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED � = ANGLE iN = CENTRAL ANGLE 9 = CENTER LINE Ij = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY 1'SURVEW I: - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: AE COMMUNITY/PANEL/SUFFIX: 120652 0306 L DATE OF FIRM: 08111r2008 BASE FLOOD ELEVATION: 8 FT. CERTIFIED TO: CRAIG L STEVENS LEGEND TYPICAL a- Ott- OVERHEAD UTILITY LINES ZZ= C B.S. = WALL (CBWI x-1a C.L.F. = CHAIN LINK FENCE -0- o- I.F. = IRON FENCE -ir-sr W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 CITY OF MIAMI BENCH MARKOB-400 LOCATOR, 3250 S ELEVATION 8.28 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATIO I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472 027, FLORIDA STATUTES. BY: ��C%I (iE A E7�F Fl€C61�� 2F�K) OS-21-21) PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON REVISED ON N ,nn?GE . !s y o", C �1t11FlCgr� 9 NO. 2534 STATE OF 4 D'tq�- F<ORIO 0 SJ i SAND SUP4F" SURVEYOR'S SEAL 3 ,U,S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: CRAIG L. STEVENS A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. an Com Company N AIC Number: 1048 NE 99 ST City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9, BLOCK 179, REVISED PLAT OF MIAMI SHORES, PB. 43, PG. 69, FOLIO# 1132050180180 A4. Building Use (e.g., Residential, Non -Residential. Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°51'59.06"N Long. 80°10'34.23"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 605.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 605.00 sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 400.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 AE 8 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit. Suite. and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' 0 Finished Construction 'A new Elevaton Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-400 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. x❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.36 ❑X feet ❑ meters b) Top of the next higher floor 10.41 ❑X feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑X feet ❑ meters d) Attached garage (top of slab) 8.22 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 15 X feet meters 8.❑ ❑ (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.79 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7.90 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.79 ❑X feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number GEORGE IBARRA 2534 , AGE@,q ............ Title PROFESSIONAL LAND SURVEYOR I FI C yt�: Grt. A :' NO.2 Company Name NOVA SURVEYORS, INC n : * a m: STATE �4y Address 1355 NW 97 AVE, SUITE 200 RtpP . o� (q .. • ' • 'I t No Sufi City State ZIP Code MIAMI Florida 33172 Signature Date Telephone Ext. 00MAW 14101*1'L� 05-21-2021 (305) 264-2660 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) SECTION C 2(E) LOWEST ELEVATION MACHINERY IS A/C PAD. LOCATED ON THE WEST SIDE OF THE PROPERTY. SECTION C 2(A) IS FLOOD VENT ELEVATION. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 7.92 FT FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 5 ELEVATION CERTIFICATE OMB No. 1660-0008 Exniration Data- Nnvamhm in imo IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico Drily, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or []below the HAG. E3. Attached garage (top of slab) is meters ❑ feet ❑ ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communws floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issue or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name CRAIG L. STEVENS Address City State ZIP Code 1048 NE 99 ST MIAMI SHORES Florida 33138 Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB W. 1660-0008 .• Expiraton Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Sec: Instructions for Item A6. Expiration Date November 30. 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken-, "Front View" and "Rear View", and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. c ti. y . l Vat - am -k... Photo One Photo One Caption FRONT VIEW Cleat Photo One Y ' Y lk .ter Photo Two Photo Two Caption REAR VIEW Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page •' OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048NE99ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View", and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. a' 1 a Photo Three Photo Three Caption LEFT SIDE VIEW Clear Photo Three I Photo Four Photo Four Caption RIGHT SIDE VIEW Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency National Flood Insurance Program Expiration Date: November 30, 2022 ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: CRAIG L. STEVENS A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number: 1048 NE 99 ST City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9, BLOCK 179, REVISED PLAT OF MIAMI SHORES, PB. 43, PG. 69, FOLIO# 1132050180180 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°51'59.06"N Long. 80°10'34.23"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 605.00 sq It b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 605.00 sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 400.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes 0 No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE Florida 84. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 AE 8 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-400 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. Q NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.36 0 feet ❑ meters b) Top of the next higher floor 10.41 0 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A 0 feet ❑ meters d) Attached garage (top of slab) 8.22 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 8.15 ❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.79 ❑X feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7.90 ❑X feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.79 ❑x feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑ No ❑ Check here if attachments. Certifiees Name License Number GEORGE IBARRA 2534 AGE 18q Title �li0.. SIFfC..' p PROFESSIONAL LAND SURVEYOR *C9.•'0F,� A :' N0.2 : 0 Company Name NOVA SURVEYORS, INC T : �• = a a N N OF 4 Address 1355 NW 97 AVE, SUITE 200 �ORIOp' 'off <qHo ....sutL. ,4 City State ZIP Code MIAMI Florida 33172 Signature Date Telephone Ext. VA� AW&OW- 05-21-2021 (305)264-2660 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) SECTION C 2(E) LOWEST ELEVATION MACHINERY IS A/C PAD. LOCATED ON THE WEST SIDE OF THE PROPERTY. SECTION C 2(A) IS FLOOD VENT ELEVATION. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 7.92 FT FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Data: November 30 9n99 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEYNOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show vAether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet []meters ❑ above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet []meters [:]above or ❑ below the HAG. E3. Attached garage (top of slab) is feet ❑ ❑meters E] above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name CRAIG L. STEVENS Address City State ZIP Code 1048 NE 99 ST MIAMI SHORES Florida 33138 Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administerthe community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) + the building: ❑ feet ❑ meters of Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Se: InstruGt;ons for Item A6. Expiration Date November 30, 2022 NPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number- 1048NE99ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. i Photo One Photo One Caption FRONT VIEW Clear Photo One ,n Photo Two Photo Two Caption REAR VIEW Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page_, Expiration Date November 30 2022 ' IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View", and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. .N s Photo Three Photo Three Caption LEFT SIDE VIEW Gear Photo Three t r 1 Photo Four Photo Four Caption RIGHT SIDE VIEW Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 Miami Shores Village ENTBRED BUILDING PERMIT APPLICATION Building Department NOV 18 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20f�- Master Permit No. 61!?- 11- 19- LT�3 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ms Vie— Qa Sk City: Miami Shores County: Miami Dade Zip: �3«� Folio/Parcel#:rk— 3tA --D06 , (01R® Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C �(Q►\Q �• �`e.\�QYi�J Phone#;::� SSTa(0t(128 . , _ kr\LLt:t . ro nck ..j_ City: V 111RW%% Tenant/Lessee Name: Email: %/i%- CONTRACTOR: Company Name: Address: &qo !\p City: ' Qualifier Name: /, 1 State: TA Zip: ��3tps ne#: FL Zip: IEB1)s Phone#:+' qg(i_� State Certification or Registration #: Q_ S--) Certificate of Competency M DESIGNER: Architect/Engineer: Q,-1'4c1 Phone#:v *� (�Oy�0 ��, Address: �5O �W �Z i�� City: Yr f1A1M\ State: R Zip: 5614�!) Value of Work for this Permit: $ 2®. O 00 Square/Linear Footage of Work: qt0' 6F Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ 150 \ �Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary $ Double Fee $ _ Bond $ 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. 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 4 U CONTRACTOR The foregoing instrument was cknowledged before me this The foregoing instrument /as acknowledged before me this day of Q C , 20 10 by -55 dakft-4- C Y 20 1 C by • who is personally known to S/r. , who is personally known to me or o has produced dal) ' as me or who has produced L��y' as identification an 45r " akMSWE PASTRANA identification an aq " tak 4" PASTRANA MY COMMISSION ti GG021933 :`c MY COMMISSION # GG021933 NOTARY PUBLIC: EXPIRES August 16, 2020 NOTARY PUBLIC , EXPIRES August 16, 2020 Sign: Sign: Print: Print: IS12 Seal: Seal: wwwwwwwwwwwwwwwwwwwwwwwwwwwwwww ww ww ww wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww wwwwwwwwwwwwwwwwwwwwwwwwwwww APPROVED BY Plans Examiner �/ Zoning &S 110A Structural Review (Rev1sed02/24/2014) Clerk 10/25/2019 Property Search Application - Miami -Dade County Address Owner Name Folio SEARCH: 1048 NE 99 ST MIAMI SHORES FL 33138 Back to Search Results PROPERTY INFORMATION Folio: 11-3205-018-0180 Sub -Division: MIAMI SHORES SEC 8 REV IN PB 43-69 Property Address 1048 NE 99 ST Owner CRAIG L STEVENS Mailing Address 1048 NE 99 ST MIAMI SHORES, FL 33138 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 2,052 Sq.Ft Suite I� https:/hvwwB.miamidade.gov/Apps/PAlpropegsearch/#/ 1 /8 10/25/2019 Property Search Application - Miami -Dade County FULL LEGAL DESCRIPTION REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 9 BLK 179 LOT SIZE IRREGULAR OR 17098-0929 0296 1 COC 21656-3168 09 2003 1 ii SALES INFORMATION Previous Sale Price OR Book -Page Qualification Description 04/06/2017 $567,000 30489-1311 Qua[ by exam of deed 02/27/2017 $100 30447-0628 Corrective, tax or QCD; min consideration 09/01/2003 $317,000 21656-3168 Sales which are qualified 02/01/1996 $130,000 17098-0929 Sales which are qualified 04/01/1991 $0 15003-1370 Sales which are disqualified as a result of examination of the deed 02/01/1984 $118,000 12049-2065 Sales which are qualified 04/01/1981 $105,000 11076-0523 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2019 2018 2017 LAND INFORMATION Land Use Muni Zone GENERAL R-20 GENERAL R-20 BUILDING INFORMATION Building Number Sub Area 1 1 Current Building Sketches Available! EXTRA FEATURES Previous Owner 1 Previous O KRISTIN M TANNER KRISTIN M REESE DANIEL TAI PA Zone Unit Type Units Calc Value 1100 - SGL FAMILY - 2301-2500 SQ Front Ft. 75.00 $294,605 1100 - SGL FAMILY - 2301-2500 SQ Front Ft. 15.00 $58,921 Year Built Actual Sq.Ft Living Sq.Ft Adj Sq.Ft. Calc Value 1952 2,052 1,524 1,781 $133,575 D https://www8.miamidade.gov/Apps/PAlpropertysearch/#/ 4/8 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned Craick I( • is/are the fee simple owner(s) of the following describe roperty situated and being in Miami Shores Village, Florida: Address: 10_g0 Ve 0? bf % 14,691.4&-,e5 R -nl ae Whereas, the undersigned owner(s) - desire to utilize said Lot(s) as a single building siJ, and the undersigned owner(s) do(es) hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our/my property shall fail to meet code requirements for pool barriers, we, as owners will immediately installs a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terns and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant conceming the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in C. Cry � �,.. S'%P✓P,l S NER SIGN & PRINT OWNER SIGN & PRINT I Hereby Certify that on this day personally appeared before me and has produced ID # as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this is day of GISELLE PASTRANA `c MY COMMISSION # GG021933 "„� EXPIRES August 16, 2020 NOTARY PUBLIC STATE OF FLORIDA (Revised 05 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as located at f / In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that aL new swimming potC pa or hot tub will be constructed or installed at �C S IJ Z � �C P_.)M, _GiAo 26A15P) Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s) to be used: CS The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91. (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). CS A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type and location of all non dwelling walls. Florida Building Code, R4101.17.1 CJ Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Specifications). C-5 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S ., an d will be considered as committing a misdemeanor of the second degree, punishable as provided in Section 775.082 or Section 775.083 F.S . This form must be signed by the o nedagent aa prime contractor. i 10 La-t9 CONTRACTOR'S SIGNATURE AND DATE OWNER'S SIGNATURE AND DATE �S1'I.0 V&JvLo,:,= Crcc i q L .S to -Po s CON14ACTOR„S NAME (PLEASE PRINT) OWNY_R'S AME (PLEASE PRINT) DOWELLE PASTRANA ;+w r�n3c 1 rvctx&w, r"r•Q I KAMA MY COMMISSION # GG021933 My COMMISSION # 00021933 EXPIRES August 1e, 2020 EXPIRES August 1t3, 2020 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. X COPY OF QUALIFIER'S STATE LICENCES B. - )(_ COPY OF LOCAL BUSINESS TAX RECEIPT C. !� COPY OF LIABILITY INSURANCE* D. �_ COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ■errrr�rrrrrrrrrerrrr■j•rrrrrrrr■ ■r�rrr■q■rrr■ •rrr■■•rrrrrrrrrrrrrrrra�rrrrrrrrrrrrrrrr� BUSINESS NAME: S yn it u BUSINESS ADDRESS::algo P CITY 'f' `i kV'r1\ BUSINESS PHONE: -q,)SPI FAX NUMBER ( STATE ZIP - CELL PHONE J D—�I,��1 QUALIFIER'S NAME: _ �Ix� V& QUALIFIER'S LIC NUMBER: CRC. ILkSq Z Ron DeSantis, Governor STATE OF FLORIDA Halsey Beshears, Secretary Floridy--"[ DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE RESIDENTIAL POOL/SPA CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES MUNOZ, SIXTO ENRIQUE SUNSHINE POOLS AND CONTRACTING GROUP INC 3140 SW 138TH PL MIAMI FL 33175 LICENSE NUMBER: CPC1459257 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 008968 Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL-DO'INOT PAY 7287888 - BUSINESS NAAAE/LOCATION RECEOIT NO. EXPIRES SUNSHINE POOLS AND CONTRACTING GROUgRN EWAL SEPTEMBER 30, 2020 13995 SW 144TH AVE STE 208 7576562 Must be displayed at place of business MIAMI R33186 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SUNSHINE POOLS AND CONTRACTING GROUP INC SEC. TYPE OF BUSINESS 196 SPECIALTY PLUMBING CONTRACTOR BAT EEMA CPC145925! BYTMAXCOLLEN CrO C/O SIXTO ENRIQUE MUNOZ QUALIRER _ — M.W 09/09/2019 Worker(s) 1 CREDITCARD-19-072516 This Local Business Tax Receipt only confines payment of the Local Business Tax. The Receipt is not a license, permit, or a certHicaton of the holder's qualifications, to do business. Holder must ooia-ply,with any governmental or nongovernmentat regulatory Ism and requirements which apply. to.thabuslas* The RECEIPT NO. above must be displayed on all aur>�el tal_ liigiss-0ami4aft-rods Sec Be-276. Farmers Information, hriiit ACORO0. `� CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) F11/18/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Gretell Gonzalez PHONE ExtIo (305) 386-3305 FALAMCX, NO: (888) 330-1123 USA GENERAL INSURANCE E-MAIL ADDRESS: gretell@usageneralinsurance.com g 13631 SW 26st INSURERS AFFORDING COVERAGE NAIC # INSURERA: NAUTILUS INSURANCE CO Miami FL 33175 INSURED INSURER B INSURERC: SUNSHINE POOLS & CONTRACTING GROUP INC INSURER D : 3140 SW 138 PL INSURER E : INSURERF: Miami FL 33175 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD POLICY EXP MWDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1000000 CLAIMS -MADE X❑ OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 100000 MED EXP (Any one person) $ 5000 PERSONAL & ADV INJURY $ 1000000 A NC211224 12/13/2018 12/13/2019 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2000000 GEN'L POLICY D PRO- JECT 7 LOC PRODUCTS - COMP/OPAGG $ 2000000 $ OTHER: I AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident)__ $ ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N PER OTH- STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICERWEMBER EXCLUDED? ❑ N / A E.L. DISEASE - EA EMPLOYE $ (Mandatory in NH) If yS describe Under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) License # CPC1459257 LM a;4I12 Lail L3■ N1_t19 M Miami Shores Village Bldg Department 10050 NE 2nd Ave Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE FL 33138 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD =t 08-26-2019 JIMMY PATRONIS STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIOA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 08/26/2019 EXPIRATION DATE: 08/25/2021 PERSON: SIXTO E MUNOZ FEIN: 832534175 EMAIL: SUNSHINEPOOLSCONTRACTING@GMAILCOM BUSINESS NAME AND ADDRESS: SUNSHINE POOLS AND CONTRACTING GROUP INC 3140 SW 138 PL MIAMI FL 33175 SCOPES OF BUSINESS OR TRADE: 1- Swimming Pool Construction -Not IMPORTANT: Pursuant to Chapter 440 . OM141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05021, F.S., Certificates of election to be exempL.. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.OW131, F.S., Notices of election to be exempt and certificates of 0lectfoa to be exempt she be subject to revocation If, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to most the requirements of this section. O.UESTIONS7 (850) 413-16 DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01038922 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY 0 elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS' COMPENSATION LAW D chapter. EFFECTIVE 08/26/2019 EXPIRATION DATE: 08/25/2021 PERSON: SIXTO E MUNOZ FEIN: 832534175 EMAIL: SUNSHINEPOOLSCONTRACTIN BUSINESS NAME AND ADDRESS: SUNSHINE POOLS AND CONTRACTING GROUP INC 3140 SW 138 PL MIAMI, FL 33175 SCOPE OF BUSINESS OR TRADE 1- Swimming Pool Construction -Not Pursuant to Chapter 440.0502), F.S., Certificates of election to be H exempt_ apply only within the scope of the business or trade listed on &k.rg1 8 of election to be exempt E Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. CUT HERE DUESTIONS7 (850) 413-1609 * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 Sunshine Pools and Contracting Group Inc Date: October 25, 2019 State of Florida County of Miami Dade Before me this day personally appeared �� ' v�V�� who, being duly sworn, deposes and says: That he or she will be the only person working op the project located Sworn to or affirmed) and subscribed before me this `® day \S of 2019, by S/x. Wxjy-.O� Personally know )� Or Produced Identification Type of Identification Produced Print, Type or Stamp Name of Notary GISELLE PASTRAN4 :.. - My COMMISSION # GG0211133 EXPIRES August 18.2020 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice zo uwner — w orKers, t;ompensavon insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this /Jr day of 9a" 120 By U who is personally known to me or has produced otolur_ as identification. Not �— ;;�4!"r GISELLE PASTRANA MY COMMISSION # GG021933 SEAL: -',a„ - EXPIRES August 16, 2020 LAND SURVEYORS DRAWNBY: I.G. SHEET No. 2 OF 2 00000 NO CAP 8.07 15.6 LOT- 8 1-9-7 ONE STORY PL JACUZZI 8.97 8.40 8.50 jF - Them may be Easements mcDrded in the Publie Records not shown on this S�vey. I 1368 NW 9m "I- SUITE 200 -IJAM, FL72 ' Tr EMO l3DS) 284-2660 NOva Surveyors, VeyogSS Inc. SURVEY NO 17-0000239-2 R -.: (306)'"4229 DRAWN I,Y: LAND SURVEYORS SHEET NO 1 OF 2 SV-tVEY OF LOT 9, BLOCK 179, OF REVISED PLAT OF MIAMI SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, "65169, OF THE PUBLIC RECORDS OF MIAMI-DARE COUNTY, FLORIDA. • •••• • • r F` f 2 %Fj2TY ADD&§&% • VM NE 99 ST. MIAMI SHORES, FL 33138 FOR: • • • � jRAIG L STEVENS • • • •. • LOCAT ION SKETCH Scale 1" = NT.S. •♦ •• • P � •. • 1---+--J 1 •. •': StJ�JEC7 �•• N.E. �J94�. ' r . ••• % • • PROPERTY ST. n y 33. Ira Ilo /-P BL I6 —K 17 178 Is 19Is 9 •� f l to I 9 \I 8 7 6 5 4 3 y$ MAI 'a IA 4' 0 j N.F--. 98th. ST ABBREVIATION AND MEANING LEGEND TYPICAL A=ARC A/C a AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF AIS = ALUMINIUM SHED ASPH.=ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS BM=BENCH MARK 8.0.8. = BASIS OF BEARINGS C = CALCULATED C.B. =CATCH BASIN C.B.W.. CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE CM E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.ME. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E = FINISHED FLOOR ELEVATION F H = FIRE HYDRANT F I.P. = FOUND IRON PIPE F.I R. = FOUND IRON ROD FN. = FOUND NAIL F.N.O. = FOUND NAIL a DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM N.SEG. = INGRESS AND EGRESS EASEMENT L F.E. = LOWEST FLOOR ELEVATION L.ME. = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE M = MEASURED DISTANCE MIH MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S = NOT TO SCALE O.H.L = OVERHEAD UTILITY LINES O.RB. = OFFICIAL RECORD BOOK 01S = OFFSET OVH = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.0 = POINT OF CONFOUND CURVE PL -PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P O.B.. = POINT OF BEGINNING P.O C. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.= POOL PUMP SLAB P.ILC.. . POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY•PARKWAY R. = RECORD DISTANCE RAI) = RADIUS OF RADIAL RGE • RANGE R.P =RADIUS POINT RO.E. = ROOF OVERHANG EASEMENT RAW = RIGHT-OF-WAY SEC. a SECTION S.I.P. = SET IRON PIPE L B. SG044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E = UTILITY EASEMENT U.P. = UTBUTY POLE W M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE ©= CENTRAL ANGLE 6 = CENTER LINE -MONUMENT LINE Lcce. NOTES TO ACMMPAta SKEICH OF SURVEY 17SUR��I, • THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, IFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS uR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND I OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND I OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN THE TERM •ENCROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW THE LOCAL F.E.MA AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD AMPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE. AE COMMUNITYIPANELJSUFFIX 120882 0308 L DATE OF FIRM 0211112008 BASE FLOOD ELEVATION: 6 FT. CERTIFIED TO: CRAIG L STEVENS -ON- OVERHEAD UTILITY'.INES 73= C.T& - MALL (CBW' -A-w C.L' = CH.JN LINK �FN^•� -0-0- LF .'RON FENCE W.F. = WOOD FENCE • DAD = EXISTING FLI'VATIONS SURVEYOR $ VOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMTD MERIDIAN. 8f SAKI PI AT IN THE DESCRIPTION 0' -F:Z PROPERTY. " NOT, TAEN BEAHINSF 0 P- REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECI-IC'URPOSE SURVEY. 3) THE CLOSUI'F IN TEE BOUNUARY SUPVEY IS ABOVE 1:7600 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO W MBI•DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 CITY OF MIAMI BENCH MARKOBdDD LOCATORS 3280 S ELEVATION 8.28 FEET OF N G V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THIS `BOUNDARY SURVEY- OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G178, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. By �aq W RK) A)_ PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON. REVISED ON N naGE 184_ y Y✓"'¢pT INC 'P 4 E f NO.2930 Fy III E STATE RIOP of 6pP 1 SURVEVC-S SEAL I S U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Fede?al Emergency Management Agency Expiration Date: November 30, 2018 NationaWlood If;surance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: CRAIG L. STEVENS A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1048 NE 99 ST City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9, BLOCK 179, REVISED PLAT OF MIAMI SHORES, PB. 43, PG. 69, FOLIO# 1132050180180 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Lathude/Longitude: Lat. 25°51'59.06"N Long. 80*1 0'34.23"W Horizontal Datum: ❑ NAD 1927 Q NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 43044.00 sq ft b) Number of permanent flood openings in the crawispace or enclosure(s) within 1.0 foot above adjacent grade 13 c) Total net area of flood openings in A8.b 43044.00 sq in d) Engineered flood openings? ❑ Yes [9 No .A9. For a building with an attached garage: a) Square footage of attached garage 400.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings In A9.b N/A sq in d) Engineered flood openings? [:]Yes ❑X No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE I Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 AE 8 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item 139: ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: 811. Indicate elevation datum used for BFE in Item 139: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction" 0 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-400 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. x❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.00 0 feet ❑ meters b) Top of the next higher floor 10.41 x❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑x feet ❑ meters d) Attached garage (top of slab) 8.06 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 8.13 x❑ feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.90 x❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 8.10 x❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.90 x❑ feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No ❑ Check here if attachments. Certifiees Name License Number GEORGE IBARRA 2534 . ..... �8,9!Q Title PROFESSIONAL LAND SURVEYOR ��'�EatlFt NO. d z W Company Name NOVA SURVEYORS, INC. r a rr ' T OF T Address 1355 NW 97 AVE, SUITE 200 ORI .•o ff ANC sUR`Ir4{ City State ZIP Code M IAM I Florida 33172 Signature Date Telephone Ext. 10-29-2019 (305) 264-2660 Copy all pacJ4sl6f this Elevation Certificate and all attachments for (1) community official, (2) insurance agenticompany, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) SECTION C 2 (E) LOWEST ELEVATION MACHINERY IS A/C PAD. LAT. & LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION = 7.82 FT; C2.A ELEVATION IS THE FLOOD VENTS ELEVATION. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORUNT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or Community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name CRAIG L. STEVENS Address City State ZIP Code 1048 NE 99 ST MIAMI SHORES Florida 33138 Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken: "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Y " b:T C a' - Photo One Photo One Caption FRONT VIEW Clear Photo One w� Photo Two Photo Two Caption REARVIEW Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1048 NE 99 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo Three Photo Three Caption LEFT VIEW Clear Photo Three I t= u 1' Photo Four Photo Four Caption RIGHT VIEW Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 Ea, NE 99th STREET - - - ® E7051NG IWnA.TER/IEIER U s BRICK PAYERS DRIVE n EXSING ,.- -- LONE WNNECTiD N HOUSE e PLANTER i E70STNG S' NIGH WF NTH SELF CLOSING k SELF LAT04NG DOUBLE GATE (ONE SIDE FINED) WITH PUSH DOW AUTO LATCH W/LOCANG DEVICE MUST BE EXISTING S' NIGH WF INSTALLED AT W DOAUM WITH SELF CLOSING d HEIGHT OF 54• FROM SELF LATCHING DOUBLE BOTTOM ME �� EQUIPMENT GATE (PUS ww AUTO COMPLY NTH FAC 2017� CHAPTER R450117.1.1 THROUGH R4507.17.7.8 \ / T R v LATCH W/U T BE DEVICE MUST BE AT Im MUY � I ONE S O HEIGHT f HEIGHT OF 54• FROM LOT 10 FPL RENO 1048 OF THE GATE BCOLPLY WITH F&0 2017 BLOCK 179 METER LOTTOM OT 9 CHAPTER 141M.17.1.1 THRQUGH R4501.171 9 BLOCK 179 F.F E=10.41' FPL OVERHEAD WOOD DECK DRAM FEED - - _- -._ JACUZD \ 0AR£A 200 S4Ft PLANER PAYERS rF, —.� * 0D zr-z• e THERE ARE N9 PFRiNENi FEgTIORE$ �_ �_ QN ILDJACDIr PROPERTEs Arm ae ACROSS ME STRFEf IFUT MAY Oq AFFECT THE NEW SYSTEM NSTgLLATIOy r _ 1 n� GRADING PLANE UP _ LIB 5' A L E Y N.A_P PROPOSED POOL - --j POOL EQUIPMENT SURROUNDED WITH .+ 3G wfkl SHRUBS 1! POOL EQUIPMENT ALL DOORS AND WINDOW PROVIDONG DIRECT \ ACCESS FROM THE HOME TOME POOL SHALL BE EQUIPPED NTH AN EXIT ALARM OWLYNG WITH 11017 THAT RAS MDCNM SWIM PRESSURE ZO RATING B5 08 A AT I FEET, DOOR AND WINDOW ALAN DEACTIVATION SWITCH SHALL BE LOCATED CD AT LEAST 54• ABOVE TIiRESHOLD FOR ACCESS Z ROD R4501.17-9.1 LOT 8 n BLOCK 179 Z No ADDrnouu Fat wnL BE O STAUED NTHN THE U SHALE AREA IS REOL, ON PLAN Q SITE PLAN SCALE ,/B• = r-D• ZONING MORNAATION. PRDMARY LAND USE_ FpLOLY , UNHT FLOORS. LIVING UNITS. - ACTUAL AREA...._.. .... .._........._. _2,052 ScI.Ft LIVING AREA _....... ...........................-1,524 Sq.Ft ADJUSTED AREA. ..... ... ........... _.......-.1,781 Sq-Ft LOT SIZE ... _._ _9,360 Sq.Ft YEAR BUILT __._ ._ _.-1952 SOIL STATEN=: BASED ON VISUAL INSPECTION AT THE JOB SITEAND AFTER EVALUATING THE SOD. WE CONCLUDE THAT ME CONDITIONS ARE S]" TO THAT UPON WHICH ME DESIGN WAS BASED (ALLOWABLE BEARNG CAPACITY EQUAL TO 2000 PSF) AND 5 ADEQUATE TO SUPPORT THE REQFRED REARING PRESSURE OF THE SUBJECT STRUCTURE DESCRIPTIONS ACCESS GATES. WHEN MOE. SHALL BE SELF CLOSING AND SHALL COMPLY WITH THE REQUJffMENTS OF SECTION R4501171.1 THROUGH R4501.17.17 AND SHALL BE EWPPED NTH A SELF LATCH NG LOCOING DEVICE LOCATED ON ME POOL SIDE OF THE GATE INHERE Tiff DEVICE RELEASE IS LOCATED NO LESS THAN SC FROM THE BOTTOM OF ME GATE THE DEVICE RELEASE MECHANISM WAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO PLACID THAT IT CANNOT BE REACHED BY A YOUNG C LLD OVER NNE TOP OR THOUGH ANY OPDNNG OR GAP FROM THE OUTSIDE GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST RE OPEN OUTWARD AWAY FROM THE POOL ME GATES AND BARRIER SHALL HAVE NO OPENING GREATER THAN r WITHIN 18• INCHES OF THE RELEASE MECHANISM R4501.171 9 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUPPED WITH AN EXT ALAIN COMPLYDIG WITH UL 2017 THAT HAS A WXWU SOUND PRESSURE RATNG OF B5 DBA AT 10 FEET (3048 MM). ANY DEACTIVATION SWATCH SHALL BE LOCATED AT LEAST 54 INCHES (1372 MM) ABOVE THE THRESHOLD OF ME ACCESS SEPARATE ALARMS ARE NOT REQUIRED FOR EACH 0210R OR WINDOW IF SENSORS WINED TO A CENTRAL ALARM SOUND WHEN CONTACT IS BROKEN AT ANY DPEIM EXCEPTIONS: I SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES (1219 MM) OR MORE MEASURED FROM ME NIERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL G. WNCOWS FACING THE POOL ON FL.00.F ABOVE THE FIRST STOREY. c. SCREENED OR PROTECTED PASS -THROUGH COEN 'NADOWS 42 INCHES (1067 MM) OR WCIER WITH A COUNTER BENEATH. ME SAFETY BARRIER BULL CONFORM TO THE BARRIER REQUIREMENTS OF FLORIDA WOOING CODE 2017 EDITION RESIDENTIAL CHAPTER 45, SECTION R450117 0 z d/ MATCH EXISTING GRADE MULCH z MA% 4-OPE' V 4 TING M�11M UNDISTURBED AND d UNCOMPACTED INSITU SOIL SCALE 1 1_D 0 SCOPE OF WORK: - NEW CONCRETE SWIMMING POOL PROPERTY ADDRESS AND FOLIO: I- NE 99 IT MUSH SNORES FL 33138 FDUO: 11-3205-0IB-0190 LEGAL DESCRIPTION REV PL MIAMI SNORES SEC 8 PB 43-89 LOT 9 BUK 179 LOT SIZE IRREGULAR OR 17098-0921 0296 1 CDC 21656-3168 D9 2D03 I DESIGN CRITERIA BUILDING CEDE USED IS T 2017 —ABU9DINC CODE- VWHD LOAD CALCULATIONS USED IS THE ASCE 7-10 WDD........_../S PER FAC 175 MPH/ EXPOSURE C/ CATEGORY I i POOL GENERAL NOTES: I I. SWIMMING POOL WAS DESIGNED ACCORONG TO ANS/491-6 AND ANS/NO-5 L ME DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASDIENT OR REQUIRED SETBACK AREAS PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EOSTNG LOT AND RESIDDICE ARE SO INDICATED POOL CONTRACTOR SHALL VERIFY ALL OXHISONS IN ME FED AND ESTABLISH LOT LINES E NECESSARY, POOL CONTRACTOR AND/OR OWNER 41UL VERIFY SHOWN AND ALL DWWONS PRIOR TO CONSTRUCTION. 3. IN ALL CASES. THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EIOSTNG STRUCTURES FROM FAILURE BY SHEATNNG AND/OR SHOOING, OR OTHERMETHODS AS REQUIRED. THE DESIGN ENC M ACCEPTS NO RESPONSOTQUTY FOR THE SAFETY OF DISDNG STRUCTURES. I 4. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE, MDD0.1Y CtFARANCE DIMENSIONS SHALL BE IE1D AND STALL BE AS REQUIRED BY THE LOCAL REQRATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. i DO NOT DRAM POOL UNDER KCH GROUND WATER OR STORM CODITIONS ' 8. CONTRACTOR TO FOLLOW FLOATATON ANALYSS AS DOCATED. 1 CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS AND CONDITIONS AT 1NE JOB SITE AND REPORT ANY NCONSSTENCES TO THE ENGINEER. E ANY CHANGES ARE REGIM; OTIffRNSE, NNE CONTRACTOR SHALL BEAR FULL R6PONS07OT' OF SUCH CHANCES AND ANY �Q11WID RFMSON N THE PUPS REVISIONS BY 1Q 12-03-2019 © 01-20-2020 ® 02-25-2020 ® 05-16-2020 a 0 a 0 U z� of V CD ^ 7 Z Z N ZwO� O OVA¢= U�eD�d No 11411 t ' PSTATE 9F %•AY DRAWN . G.D CNENED VR DATE 10-17-2019 SCALE - SHOWN JOB NO.. 19-12 BEET 1 s P OF 3 BEETS NE 99th STREET ------------------------------------q------------------------------------------------------i---------------------------------------- E7051NG uTW/IEIER a BRIT PAYERS MVE .I � .' ' � LfE�OCWECIFD ro ' I � i TTE HDug 1 PLATER r� 1 PLANTER Bmim U MOH WF 1SH8' INIH SELF M DO 3 SELF uTo•w OO11E GATE (0E 9E FDOD) ININ Rm DOH AM LATH I OEMCE SE O6TALLED AT Mram IBTT CE 54' FROM ABC BOTTOM O TIIE GTE EWIPBENT CONRY R4 F$C OICHAPTERR4701.I7.I.1.1 THROUGH R4501.17.1.8 LOT 10 BLOCK 179 . -- -ME" 1101E AM AID PERTINENT FEATI105 OR ADJACENT PROPERIES AND OR AHOSS VEIL SLEET THAT MAY ATFECf THE HEFTY sYSTIt NSTAUAT ON ONE STORY RES No 1048 LOT 9 BLOCK 179 PLANTER JACUTZB PAYERS 4 TANK PROPOSED POOL 0 Lw GRADING PLAN^ ^__ -1 :� MP, -Da c 15' A L L E Y (N.A.P� -a',r .^.am -Dade 'ow�;r 7A a 40 ,,_ --- 57 Y-i6-20 PLUMBING PI, A N EMW 8' WON If INTH SELF O.OS NG a SELF LATC NS OOINE GATE (OE SITE FOB) INTH PAST DOW AUTO UTH W DEVICE BE NSTALLED AT IDORDI HEIGHT O 54' FROM BOTTOM OFTHE GTE POOL COMPLYIN0 FAC =7 EWLPYENT CHAPTER R450.17.1.1 TIDOMH R450.17.1.8 POOL EOSEIENT 38' HIGH 949185 • ALL DOORS AND WON FROV OW ORECT ACCESS FROM THE HOE TO THE POOL SHALL E E•RIPPPE0 0T4 M EXT ALARM LOO'LYCW 10 D.-2017 THAT HAS LOQOO SOD PRMM •R.„ ! RATIO 85 OR A AT 10 FEET. DOOR AND IEDOW AL. EACM10 SOTH SHALL E LOCATED fI AT LEW SC MOOS TIIE910D FOR ACCESS FBC R4501.17.1.9.1 LOT 8 BLOCK 179 f z � r r n� z f rn nn-m-L 6 - tO __ • PLM 0 SPTE PLAN WALL- 17r = 1'-0' ED ZONM LMdURNRnOMT: Mm LAND Uz 0m REEDOIRAL - 9119E FAMIY : 1 UM TCNINS—._.__1 ACTM AREA_._ ._2E2 SqR UVNO AREA..-.—._-1524 4R AU S® AREA 1.781 SqR LOT Sx_ 3L380 sqR YEAR BMT 1952 RUM ON V9UL 06PECDW AT THE JOB SITE AND AFTER EVALUAI NO THE SOIL E CONCUNE THAT THE CON XTM ARE SAMAR TO THAT UPON INCH THE EM WAS BASED (ALLOWABLE SANPIO CAPAOTY EQUAL TO 2000 PST) AND Ci ADEQUATE TO 91PPORT THE REM1ED MAW PRESM OF THE 9ABM snwcTtx BARRM SCBEDULE: ETEMIEGIS ALA96 R450.17.1.9 ACCESS GATES. *0 PROVOE. STEAL. BE SELF COW AND 9HAL COMPLY EOI THE REOUBWO M E SECTOR R001.17.1.1 THRLAIH R450.17.17 AND SHALL BE MUFFED 1181 A SELF LATCpG LOOM MVCE LOCATED OR THE POD. SE OF THE GATE *BX TIE DEVOE RELEASE 6 LOCATED NO LESS THAN 54' FROM THE BOTTOM CE THE GATE THE OR mum MEHATOSM MAY BE LOCATED ON BTHER ME CE THE GATE AND SO PIA® THAT T CANNOT BE RE H BY A YONG COD OVER THE TOP OR THOUGH ANY OENM OR CAP FROM THE H1SITE, GATES THAT PROVDE ACCESS m THE S1BmNG POOL ARM BE OPEN OUTWARD AWAY FROM THE POOL. THE GATES AND BARRIER SULL HAVE NO OFFEROR GREATER THAN (' N" 16 GOES CE THE RUM FE RANiSI R450.17.1.9 1. ALL DOORS AND NOOWS PAD CBECT AMM FROM THE HOE m THE POOL SHALL BE EHOPFD CID AN DDT ALARM COOLYM NTH IR 2017 THAT HAS A N16B0 SOUND PRESS1J1E RATIO OF 85 OBA AT 10 FEET (308 M M)L ANY EACDVATON SM STALL BE LOCATED AST TED AT LE54 MO (1372 MM) ABOVE THE TR@D 9.O OF THE ACCES SEPARATE ALARMS ARE NOT RFORED FOR EACH DOOR OR SEDOW F SENSORS IMED TOA CENTRAL ALARM SOD WAN CONTACT 1S ERGO AT ANY OPENER& ECEPIM a SUMS OR PROTECTED MOM HALM A BOTTOM SILL IEM1T E 48 DCES (1219 MR) OR HERE MEAWS FROM THE NO M POISED FLOOR AT THE POOL A LEVEL. h VMS FACENG THE POOL ON FLOOR ABOVE THE FOST STOREY. c SClfFMED OR PROTECTED PASS-THNOR H WCHEN MONS 42 00ES (11187101) OR KG ER IN0 A CODER BREATHE THE SAFETY SARIOFR SHALE COFERM TO THE HAM" RED16ROm4I5 E ROMDA MUM CODE 207 FIAT ON RF�TUL. CHAPTER 45. SECM R4501.17 T ozoz 6 z ddd aSn1aDaZl MATCH EGOSTINC GRADE ,( —MULCH 1pY. 'ny A g` PiANTwc UNDIS7U;MM AND�� UNCMWACTED INSITU S DfL TYPICAL SPIAI.E CROSS SECTION ! -) 1• a 1•� 0 SCOPE OF MRIG - NEW CONCRETE smasq; POOL PROPE1U YADDRESS AMID F0U0: 1048 RE 99 ST 1DAHD 9IT10$ FL 33138 F'OMC 11-1205-018-0180 LEGAL DEs RTpnON REV PL. NAM] Sim SEC 8 PB 43-0 LOT 9 BIM( 179 LOT SZE LBEQRAS OR 17098-082A OIN8 1 CDC 2IM-3188 09 M 1 DESIGN CRUERL MOM OMME USED CS THE 207 NONOA BUODNG CODE - I D LOAD CALORATIO6 USED 6 THE ASE 7-10 MID__AS PER FAC 1-5 MOH/ MSURE C/ CATEGORY 0 POOL CMNERAL NO7I'F5: 1. maw POD. as OE9C m ACCO✓DTIG m vams4-8 AT0 ANa/Ns 2 11$ ESOI ENDEfR AS9110S NO RESPQlSIMTY FOR POOL @DIRMOOM D FASEIOPIT OR RWRED SE AC( WAS. PLOT PLANS NOT PREPARED FROM LEGAL 500V1:1S OF THE 8511XG LOT AND RED ARE s0 WMTED. POOL CONTRACTOR STALL VE70Y ALL MMOLS O THE FELD AND ESTAGUSH LOT LKS IF NECESSARY POOL CONTRACTOR MID/OR 0•NTR W41 Vt7r1FV 90IN1 AND ALL WFASONS PICH TO 096OlIDPON 3 D ALL GABS THE POOL CONTRACTOR SHALL TAKE ALL PRECMTTOS TO PROTECT COSTING SVRUCRROS FROM FAUX BY SEALER& AID/DR 910IDN,, OR OTHER METHODS AS IDIFD REO. THE E1 Ei ACCF�IS NO Rig 0SEL1'f FOR THE SAFETY OFDOSTTDG SO&CTAM 4 CONTRACTOR SHALL ESTNBUSI LOMTOS OF UIELIES AT THE STE. TOWN CLEARANCE DOOMM SHALL BE HELD AND SUIL I E AS REOM BY DE LOCAL IEODATTORY ACE.NCY N 0NERN.. HOLD A DWANE OF 10 FEET FROM OVERHEAD BMW LIES TO POM'S WATER EXE S 00 NOT O VN POD. UNDER NO GROW HATER OR STORM COOTM & CONTRACTOR m FOU09 FL01TApW ANALYSLS AS ROUTED. 7. CONTRACTOR SHALL 1ER1FY ALL PLAN DOER.ION5 AND CONDMO6 AT THE JOB SE AND ROW ANT B<00ffi1B09E5 M THE ENS EEN. F ANY CONES ARE MOANED, OOTRAISE, THE C04TRACTH STALL BEAR FULL RUP06RWTY OFSUCH AND ANY REC REDDMEVtM TO THE PLANS i 1 'PILLAGE ?F ,OVED DATE ZONING ,TRUCTURAL ELECTRICAL LUMBING ) KHANIC,4L L,�DG. 2 ?,�j►- A- <� 5 REVRONS RY Q 12-03-2019 6 OI-20-2020 A 02-25--2020 0 B moo • . Lu Z ' •�'f•• Qae 0 II t LLJ U z L.L1 0 oLLJ W CL qa z Ui o L- J o CL C/ ) DRAIN: U CIECED : VA DATE: 10-17-209 SCALE: SHOWN .TOM NO: 19-12 SHEET 1 ASP CE 3 SHEETS M M L•1pp1UVGU _— — — - — L -- I -- -._ ._ 11 .:::- ":',B ALLFEDERAL STRUCTURAL NOTES: 1. ALL FOOL C[Na" SHALL DRUM A MIDODL 78 DAY COO E1SV£ STRENGTH DE /®z500 PSL 2. ALL IENFCilQIC STEEL SHALL HAVE A LMmIUM YIELD STRENGTH OF Fp-%- PS I ALL BELL 0MCFETE (WISH DWALLED IDDFA THESE PLANS) SHALL HAVE A MOCLUM 28 DAY WYPRESSIVE SDiENGIH OF F"C=25W PI 4. THE DESIGN OF THLS PRDECT HAS KCO.RPCIRAIED A RATDNAL DESIGN APPROACH BA40 ON ACCEPTED EIIG.'ffFRHc POCIPLES a ALL tERVWMG SPLI ES SHALL BE 18' IN LENGTH IRAFSS OTHERWISE 64DCATED W HNESE PLANS EIDORAND WALL 71900110E SCHEDULE UL. TIICN65 _ TOP BOTTIHL PLACID CONCETE —_. 6' S FLOM THEMIESS _.....- _ BOTRL RACED CM93TT If CFI G VARIES (SE PLAN) EIZMG_ WATER LEVEL ,F. IF RP ff POOL EL.: o•-o� 6' WE C 3ZW TIES (SELECTED BY 090) POOL FAM (SELECTED BY CMEN) -_- - ELL CdPACIED FlLL BOTTOM OF POOL AT SHALLOW ETD EL _yam• _ - Ir CMICI ETE WALL WITH 1 3 . r O.0 VERRGIS AND 1 3 ® r aC. HaamALS 8' CMIC ETE SLAB .�+` 'r - STU TEXT FM NTH 13 • r O.0 �r ��' W 0-47 FM EACH WAY - - 11 BOTTCAI CF POOL AT DEfP EN1 EL - W-0' w TYPICAL WALL SE=N r B'a•W 1ERML•IX 1 J e da5 AW 1 J o r xoWmnus -41 *_ 20'-6° — o 6 -0" 14'-6" CAL TANNING LEDGE T LED BUBBLER 3' OFEP C::, LID BUBBLER I I LED BUBBLER 12'-0" SVDMSUT 0 5' DFEP ;I At � i 5-0" POOL DATA EQUU MEPTf - wa WsCui S,s4' >rTos FILTER ■ CAR1Irm(E (ISO SDFLI Till 5 OR E — - - — TYPE OF PATIO_ 9JP IESSEANT EXIT RABWLB OPTIWAL CCIANG PAVER MOVER . 15,300 GALIMS RE -CIRCULATED a _ 110 HMR 110 GPM .1 GPY FILTER RATED 150 SOFT. FILTER AREA AND 2 RP RE-C1tClOATTW POW KW I PHASF. 730 V, RB Wu • BD' TDN FiOI'ATIONANALYM . WATER LEVEL LIEVATEN OTIP OF WALL) 8.4' -- POOL DEPTH (BOfTCI SLAB) 5-0' LDW Pw POIA LEVEL — _- __ •. 4.4' BASE PLOW: ZOSE'AE' / FLOW CRITERIA —(LO' F.0 DEPTH LEVEL 16' _LESS HYDROLMCAL -2-0' ._ HIDROSTAIi[ UPLIFT - -..Ib' Sld fti = VmR a w m = ISIM4'/150 -M-7* • m eaveb ui W'um CCMIETE SA9 Now A. nbamre.e.12-an sp�. _I anLau -r an DURIUM USE R mqE¢ SLAB 112113 e r DC FACM MY 32'-6" I _ A MINIMUM SLOPE FOR DECK OF 1/8' PER LINEAR FOOT SHALL ' • ' � 1J� BE PROVIDED TO EFFECTIVELY DRAIN TOWARD THE PERIMETER ®®. AREA OR DECK DRAIN POOL GENERAL DIMENSION SALE 1/4' = V -Or COPING 18'-24° OECK * MAX * WATER LEVEL __ I . �� WATER LETFL r-0' r-D- e•� 6' TILE (SELECTED #-- SWIMOUT BY OWNER) - LEVEL (e) (B) (e) COPNG PROVIDE DIFFERENT COLOR TO "A � ++ (A) (G) TILE NON -SLIP AT bA� (c) SWIMOUT EDGE (OPTIONAL) ° b, (A) (C) S"UVK)UI' DETAIL SKgvMdER MAIL TYPICAL STEPS DEfAQ. COMPLYING WITH ANSI/NSPI 5.6 FLOOR SLOPES (A) RISER HEIGHT MUST BE UNIFORM (If MAX) (B) CONTRASTING TILE AT EDGE (OPTIONAL) (C) TREADS SHALL HAVE SLIP -RESISTANT SURFACES-ANS/ASAP-ICC-5 6.15 JY-o' RE CTO FLOW * � �TY (I�) CAPACITY (BfPS) C 1� Imvx T15' 60 ON 49 CPM f9;FC® IY cow F19 6' NpEa fA1L !al b C t ent Wv1 sow T W &Y BO GPM n 1 3: Y JWW%IS AYo 25 150 GPM 1To wil 1] e r ounumso /] O Y I�R45 e' o r sAs •nH 1 J e r �(fMl ® b 10' 2711 GPM I W GPM IIer EAaH n• T�j' � W amallu sAe WN PUVPIIC FLOW RATES 00 TDH IlesEACH m mll - A11btRlF7 '. 3/4 HP- 55 GPM T-0 HP. 75 GPM 1.5 HP. W GPM _•� - 2.0 HP- 95 GPM 1 WELL F4 - 2.5 HP- 115 GPM I �ML 10 HP= 140 (PIT vaC wn --1D Rv BASED LPCI STA-RITE IWI-E-GLASS 1 TYPICAL POOL SECTION SrqE 3/e =1.-o- SELF PRIM PULE REVISIONS BY 8 • • �. •.•.• Lj.j• • e • ••.•• • • • Ln we ••••• .�••� l ••••. • 4� • • • I c) Li- m M IRA M U W w o 0 0 a " w � � w o � � z t > ow U DRAWN . aD DECKED : VA DATE: 10-17-Mg SCALE: S10WIN JW N0. 19-12 %M 2 si W 3 SETTS 1. ALL POOL AND EQl~ PIPING SHALL BE SCHEDULE a PVC-N. WHOM -THREADED. NSF APPROVED SLIPPORIED CONIRAGUSUY ON LROMD OR ON MADDML 4'-0' CENTERS •iM CLEWS HANGM 2 ALL ACTION PFM SMALL BE 2' DIAMETER AND ALL PRESSURE PIPING I r DIAMETER IINEiS OTHERWISE NOTED. 1 POOL WATER DEPOSAL SNAIL BE IN ACCORDANCE MTN LOCAL BU001G DEPARTMENT REQUIRE HEMS. 4. AMR VOIM MA94 DRAM STALL HAVE ITS PLATE SECURELY FASTENED RIH TAMP RPRWi SCR MS A Par. WAWA SHALL HAVE S4GVG LOADED GAP IN ACCORDANCE WITH THE FLORA MRSING WOE. 6. ALL PM SHALL BE INSTALLED O ACCORDANCE RTH THE FLO DA BUILDING COOE-ftUMIDM SECTION SECTION MS. 7. DIE WATER A110OTY TROUGH ALL &VICK PPIG SHALL BE I Tit THAN 8 FFFT PER SEYIND a THE WATER VflariY THROUGHOUT ALL PRESSURE PM 94ALL BE Iffi THAN 10 FEET PER SECOND. 9. ALL PPMG SUML BE S ITADLE FOR MOM TO ULTRA MET RADIATION AND NORMAL OPERATING TEMFERATLRE.S 10. VACUUM SHALL BE EXOPPFD WITH SELF SAFETY COVER REOUDRYG TOOLS FOR REMOVAL PIPING MATERIALS: 1. SANITARY WASTE. PENT AND STORM GRAIN BELOW LRIAWBE •CAST ROM', SI VEE WIMT PPE. FITTINGS ACWROMG TO ASTM A-74 NIB & SR60T OIL ABOVE WOUNO 'CAST BOV'. SOa. PPF 'IOISESS', ACCODM0 TO CSP1-101-78. ASHY A-74, CORN STA'dESS STEM SmD AND CAMPS OVER WPM SEALING ALTEINAIE: THE PLUMBING CONTRACTOR MAY EIM.. IF APPROVED BY OWNER. TO USE THE FOLOWING MATERIAL SPECIFICATION FOR WASTE. MR AMID STORM DRAIN SYSTEM POLY.NYL OIfRDE (PVC) PPE & FITMO (SCHEDULE 401 MATERIAL 914L COMPLY WITH D-M. TYPE 1. DUDE I COMPOUND. PPE STALL COMPLY RTH ASTM D-176S Frnm SHALL COMPLY RTIH ASM D-2467 SOOQT TYPE SOLVENT. CEMENT SHALL COMPLY SM D-884. 2. Oa0EN6ATE MA0S FROM AR CONDITIONING UNITS: YWC SCHEDULE 40 PPE & FTi1MOS 1 DOMESTIC WATER ABOVE GROUND, TYPE L COPPER PPE RTH Now COPPER $ODD® JONT RnNS TYPE x COPPER BELOW WOUND PPE ACCODRG TO ASTM 8-42 TIRE ACCORDING M ASTM W-Ba ALTERNATE FOR UDERRIROOR PPE: CAST IRON WATER PPE ACCORDING TO AI® A 211L SNIl PPE (9YffWLE 40. GALVANIZED) ACCORDING TO ASTY Al2D-BW. 4. ALL CONTROL VALVES FOR DO ESM WATER STALL BE CAST WASS CH B-Bfi BRON E GATE VALVES. 5, PRIM ORECTRC F17O M FOR JORDIC DTSSWAR METALS i Dim Dr," 110V A IF1 \ L.—J-03 1. ALL EIECDICAL MOG SHALL BE N ACCORDANCE WITH AEC-NFPA-70-2M4-6M. 2 PROVIDE GROUND WE SYSTEMS LOOP RM (e awn TIME FOR THE POOL DEC( ICE 1ESH AND STRUCTURAL STEEL J. ALL I.OG SHALL BL �PFA Wft 4. ALL SIMUNIC POOL EQUIPMENTS 99LL BE iNMH GM BREAIOA (NEC 6Bm) S. CONTRACTOR SINE- ESTABLISH LOCATIONS OF UIDOET AT THE SITE 0•W01 CLEARANCE DOEA9OM5 SHALL BE HELD AND SHALL BE AS R EDU RED BY THE LOCAL RECMATOTY AGENCY M GENDUL HOD A ASFANCE OF 10 FEET FROM OVERHEAD DECIRC LASS TO OPEN POOL WATER EDGE AND 5 FEET FROM OIBFAG101AD OEM LIES. DECTRCAL EQUPMENf-METAL PARTS OF.ELWRCCAAIlJT E]' ASSOCIATWRN TFEfOO. WATER O7C11-ATMG S1'�N MOM PUMP MOTORS AND METAL PARTS OF EQUIPMENT ASSOCIATEDWITH THE POOL COWERS, INTEUOND 11MIRIC MOTOR SHALL BE BODED DUPTOt METAL PARTS OF LASTED EQUIPMENTS INCORPORATING AN APPROVED SYSTEM OF DORIE M9MTIDN SILL NOT BE BX04WC 69029 7 POOL NOTI� REQUIRE 01EADAD PROTECTION TO 0J PLY ON NEC 43MM B. BURIAL DEPTH OF ElECOSCAL CONDUIT AND GROU)OD1G IRIS TO COMPLY MTN NEC 3OD-5 TABLE PROTECT THE 8tOUN8NG MIRE REAM SUB,ECT TO DAMAGE. a ALL JUNCTION BOSS. ELTUPIEEIT, UOMWG. ETC SHALL BE UL LSOD. I0. METAL WIRING RNG METHODS AND EOIPMENE METAL SPARED CABLES AND RACEWAYS, METAL PIPING, AND ALL FOED METAL PARTS THAT ARE ROM THE FO -OWNG DISTANCES OF THE POOH EYCPT THOSE SEPARATED FROM THE Par. BY A PERMANENT BARTER. SHALL BE BONDED a VIM 15M (97) HO♦®NTALLY OF THE MIDE WALLS OF THE POOL M. RDp 1tIK12ET) MEASUREDVERDCAL.Y ABOVE THE MAXIMUM VEL WATER LEOF THE POOH OR ANY OBSERVATION. Nam' RESIDENCE PENTAR MODEL 542031 (•TITER AND ANY P0O EQUPWNNT SI OMD BE SECAELY ANCHORED TO A P0O 542M (BLACK) ANTI VORTEX MAIN PLATFORM, THE ELEVATION OF THE PLATFORM SHOULD BE M OR P'� DRAM COVER TESTED TO ASK A AWE THE BASE FLOOD DEVAT[OV ESTABLISHED FOR THE ZONE 1 POOL BOTTOM 112IBM BY U.L. 8172 LISTED 4'-0' (TYMGIL OF 2) PLUMBING PLANS rWOODECK FREESTANDING &Frl amET.•DateSHALL BE LOCATED NOT CUM • TH N 8 FEET NOR 116E THAN8' (ET?1, CON$E ALL Approved2Y .ARMD OR0 SUMP __.-FEET FROM WATERS EDGE. tr HYOD-VALVE Disapproved AW W H35TN1 REOPfAL1�5.....1 t/2- x tY ��SNP JACUZZI �( °p1• 40M6(B)(1) 000000 114501.8.6 ORRAPMW PROTECDON FOR SUCTION OUTLETS SHALL • • BE D6ALfD IN ACCORDANCE RTH REpleEl@N15 OF ANS/APSP 7- • . • • 0 0 DOUBLE MAIN DRAIN DETAIL - , • • • • • ..•.•• . . • • • • so 0 ai$n e'As oe-ore+A>r• r.. 1;_� 91At1 BE AS PER 2 HP jjp `1Wv� 1 .v EOLi91BNi NUR 4 EDIT SORAMER(OOPLBS MANUFACTURER LOUD 1 /4' IT 1-1 W/2017 FEIC E 4019 ENERGY' YM - - - - — - r - TMaaIN COh�IE CODE. RE4D3.12 A 43aM FLEC)SCREW /b WASTE LLHE (150 mFT) TYPICAL EQUIP HOLD DOWN PIPING DIAGRAM NOTE SLAB SHALL BE VOL 4' ACRE (BADE EOUIPIENT SCHEMATIC WATER VELOCITY TO COMPLY FBC 207 POOL MIND SCA E 3/16- = r-0' R45DIS3 AND ANSI OY9'1-5 2001-92 - — CRTANT SAFETY NOTE t.--PANE TC MODELWPDO NOT USED OR OPERATE POOL W SPA P THE 9CRa DIET PDN( 3 112 � (a)C _ BATTS 1MRA R FTrnNp 6 AWN& BROKER. M LOOSE LE1F1 2� %�','� mac% ELECTPIc_ l_ I.E'J AS PER MANIFACAUER �SPEtBiGTDN6 , G �� pears EACH WAY A P R 0V L F ATE E (3) S4 WATTS 11 VOLTS REMOVABLE ORDER WATER WE LED UGHT AT Par UNDERWATER LAMP DETAIL COOO PANEL MWEL: MEIER SELECT BY OFOER EQUIPMENT PROVIDE 3W LOOP MTH 0 BODNG CONDUCTOR AT STRUCTURAL STEEL ---- \ r)aE RE'INFOR@IG LAMP STEM N E.0 2m4 EDITION CHAPTER 680-25 BOOM FEEDERS. THEE PROVISWNS SHALL APPLY M ANY FEEDER ON THE SPRY SDE OF PAN'OBOAtDS SUPPLYING BRANCH [RIMS FOR POOL EQUIPMENT COVERED IN PART TI CE THE ARTICLE AND ON THE LOUD ME CE THE SERVICE EaPMENT OR THE SOURCE OF A SEPARATELY DflOYED SYSTEM (A) WRITING 1E111101M FEEDERS SHWL BE (INSTALLED IN RDD METAL COIDIDT, MTFAY®ATE METAL CMAPT, LUORGHI, REIM NOMETAWC COW, OR RGD NONMETALLIC CODWTELECTRRCAL METAWC TIRING SHALL BE PERMITTED COHERE MSTALLED ON OR SIN N A B10% AND ELECTRCM. NO METAWC TUBMG STALL BE PERMITTED MERE MTALLED WTDPI A BUILM DWIIOW: AN EAS IRC FEEDER BETIEEN AN DISTMG REMOTE PAR IBOARD AND SERVICE EQUIPMENT SHALL BE PFRNTTED TO RUN N FLEx®E METAL OODIDT OR AN APPROVED CABLE ASSEMBLY THAT WCIDDES AN EQUIPMENT CROADMC CONDUCTOR WITHER ITS OUTER SHEATH. THE EQUIPMENT GtOUIDMG CONDUCTOR SHALL COMPLY 111111 25024(A)(3). (8) fROUI MC AN EQUIPMENT MINTING CONDUCTOR SHALL BE INSTALLED " THE FEEDER CONDUCTORS BET EIIN THE GRCIAM TERMINAL OF THE POOL EQUIPMENT PMNEIDOAID AND THE I MNM T730BMAL CE THE APPLICABLE SERVICE EOUTWW OR SUM OF A SEPARATELY DO MVm SYSTEM. FOR 010 THAN (1) DOMG FEEDERS COVERED M 880AA), EXCEPTPOK OR (2) FEEDERS TO SEPARATE MOM THAT W NOT UTUM AN NS LATFD EQUIPMENT GMIDDMG CONDUCTOR IN ACCORDANCE WITH Fi80.2q'B)(2). TO EWPMFNT LROWIDMG CONDUCWR SHALL BE 0 SULMED E ECLR M DATA NEW 120 / 240a 125A PALL.'M1 FEEOM THRU 2P/50A CA IN PANEL -P- NENA 3R WITH 3_ -1 1 t 8 OD THWN a IN Y C -0m - SERVES _. -- _ CA - P --VA—WE - COIB1.. CKT- 1, 3 POOL TEMP (60) 20 2 2400 / 12 - 1/2' C CUT- 2 POOL / SPA U MM 20 1 300 1 12 - 1/Y C C(1- 4 SALT SYSTEM 20 , 1320 / i2 - ,/Y C C(T- 5 WP/ GO RECEPTACLE 20 1 500 112 - 1/Y C (GFO) GROUND FAULT CRC IT INTERRUPTS PROVDE 4 RATED U PERS ON FOUL 1EAMRS (W- FROM EACH OTHER) WITH / 8 CU STD CORE AVOID POLO I 1 I a I f I I I I I I 1 N� y y TO I'OQ Ea PANT I I I I I 18 COPPER SOLID VIM �• ` 4' TO 6' BELOW GLIDE II ,JI 111 �10 1 11II\L 6 01 : 1 68126 NEC 2014 FOTIQL ALTERNATE EQUAL POTEMDAL BODING GRID OF OE JB SOD COPPER RAID Ill' M 24' FROM THE OWE EDGE OF POOL ENCOPAS9HG 360 DEGEFS WITH 4 EQUAL EDOADW POINTS TO THE STEEL. THE EQUAL POTENTIAL BONDING N®4 TO BE 4' TO 8• BELLOW TRADE AND SECURED IN BALE NOTES: NOTE THE P.PRNG SHOMM IN GRAPHIC NEMMIrTATIGN OF PPE ROUTE. ACTUAL ROUTING OF PPWG AROUND POOL AND TO POOL EQUFMT MAY DIFFER FROM THIS PLANS NOTE - ALL PIPING RETURN MUST BE 2• TO 1-1/2' E)OST FR SERVICE METER T40DOO J WITH 3a WATTS TRANgO90R 3 / 1/0 MIEN. PANEL �j G 1/ 6 Ot0B0 5OAA g iF)COMBO ai150 AMPFFjjIETfA C000 2 / 12 THMN (P)(N) 1 /12 WI N(G) mm • 13 Ie TO Timis BOLL PER YARIPACMER --� 'I n %9EOUIfATDWb Hp Plxx U(iR 41®®� Gm REOPTAOE O _ _ - - - - -c POOL UGR 9• TOM 20E MAY AJNCTIOw - - c PCOL UOR FROM WATER UNE ROM PER MAN6ACTU ER SPUDIGAMMS i �I AW®®m m�iv �m wmi NmV - co LED WWRELER SM -------HO LID BIIBELER 4SALT SYSTEM POWER CENTER --.. -.. - ----- SALT SYSTEM J 012 IN ( C PROTECTED FILTER PUMP MOTOR TEMP BY 20 AMPS (PSI OffANER SUCH _ _ _ _ _ _ _ _ _ _ _ _ _ _ (COPUFS W/FBC E4019 ENERGY CODE EE 4MM NEC) EXISTING POOL ELEC ICAL SCHEMATIC P00. F9RP 9DRN (R 1G5 SET 6 FLANS 1111 IN THIS SETS OF PLANS HAS BEEN (E91� UNDER 6" 1LE.C. 2014 EDITION AND COMPLIANCE RRI FBC E40M SWOWFA'G POOL RLSDENTIAL 2O7 FBC BM EDITION REVISONS NZ BY 8 • J. 0''' • • • . • d -9 Lu - • ••.••• `S • CL: to 0 O S s W M w I z ao z�1!aaMo W�QM� ZZ^M� FW$LWi.v �LnN W ZZog� U��Opid —I 0 C) C LLJ M Z LLJ C) o N o � � Nil IL w O a Z o LJJ a I . Z o � U � d O p DRAVIN: OD CHECKED : VA DATE : 10-17-2019 SCALE; SHOWN JOB N0: S-12 SIFT 3 EP OF 3 STETS ease . . .... ...... . • .a.a.. a.e. ...... ...... so .... . .. ..... ...... •. . ..... . .. .. .. . ...... .s.... • . . s. . •...s• s .. as . .e.. . 0000 f y)-�( - q-s 111111110111 Victor Ramos, P.E. Florida Lic. #87496 8150 SW 72 AVE Miami FL, 33143 Soil Statement May 24, 2020 The Building Official Miami Shores Building Department Job Address: 1048 NE 99 ST MIAMI SHORES FL 33138 Project: Swimming Pool Permit Number: BPP-11-19-2747 (41 //,R) so Field inspection was conducted on 05/9/2020, and we excavated in the area of the proposed Swimming Pool at the above referenced property. Based on visual inspection and after evaluating the soil we conclude that the conditions are similar to that upon which the design was based (allowable bearing capacity equal to 2,000 p.s.f) and is adequate to support the required bearing pressure of the subject structure To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the building based upon careful evaluation to the extent reasonably possible. `G�� e �: mod� •�� B No. 87496 � • / l ��1111�61� For further information please feel free to contact me at (786)830-3551 Sincerely, Victor Ramos, P.E. #87496