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BPP-17-1007 (2).., Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-294212 Permit Number: BPP -4-17-1007 Inspection Date: December 19, 2017 Inspector: Kendall, Travis Owner: Job Address: 271 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: ESSIG POOLS INC Permit Type: Pools/Whirlpools/Hot Tubs Inspection Type: Survey Final Work Classification: New Phone Number (704)408-0784 Parcel Number 1132060133950 Phone: 305-949-0000 Building Department Comments NEW SWIMMING POOL AND PAVER DECK ON SAND BASE PERMIT CANCELLED WITH PERMIT#BPP-9-15-2274 Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments \�,7s - \� `'a Vr Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled re -inspection fee is paid. until December 19, 2017 For Inspections please call: (305)762-4949 Page 1 of 1 BOUNDARY SURVEY P. 1/2" o I.D. 15' ALLEY PER PLAT -- H HO HO 75.00' HO - Ha 9' PAVED ALLEY F1P. 1/2" No I.D. HO HO 0.3' LOT 19, BLOCK 29 2.0' WING WALL //-1/—/ co 18.5' S 89'51'20" LOT 20, BLOCK 29 14.3' M 3.6' //—//—//—// //—//—// WO _L _`L 20.2' 1111 ttft la - 2.7'— i 4 EHLLL CLLI G L _LLI L 3.6' POOL �. 10.85' PUMP WATER.! HEATER 10.1' 000 4.20' 000 ST 000 ❑❑❑❑u WA ❑ ❑ ■■ 11 J1 24.55' 1—STORY RES# 271 F.F.E= +10.85' csi GARAGE= +9.69' 0 19.10' 12.30' cs; _ 4 • ; TILE PORCH 4:i In • 0 D FENCE 90^ Cr) CDU O J Li O UJ UJ t�HO— HO - 0.3' O 15.70' r) N 3.80' 9.6' A/C UNIT 9.6' 90'8'40 4 `.CONtRETE'DRIVEWA m+j= 11.6' 89'51'20" ( 4' CHAIN LINK FENCE EAST 1/2 OF LOT 21, BLOCK 29 WING W 2.0' • OOO 011 • •• • • • 0000 O 000 • • •• • • • \I• 1111. 1111 • •• • • • 0114 •• • • • • •• 4• •• • • • I •SCAL ..t'• •• • 00 • • • • • 11• • = �0�.... •o I.V. :CEIVED C 1 9 7017 •4175.0 •� 5`• SIDEWALK : • . ' FIP �.1/2." . •No I.D. 16.0' PARKWAY N.E. 95th. STREET 28.5' ASPHALT PAVEMENT 80' TOTAL RIGHT-OF-WAY MCW1XIDDORF.177 LAND SURVEYORS, INC. PHONE: 305-822-6062 * FAX: 305-827-9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL. 33014 LEGEND OH Overhead Wire Line // Wood Fence x Chain Link Fence ❑ Iron Fence Monument Line — Centerline Property Line 4 =Existing Elevations in =Catch Basin ® =Water Meter ® =Electric Box QS =Sanitary Manhole =Sprinkler Pump 'U, =Wood Pole 0 =Conc. Pole X =Light Pole y�p =Fire Hydrant =Water Valve =Inlet =Florida Power Light Transformer ® =Cable Tv Box ©M =Electric Meter Box 111111 IFPLI APPROVED ZCNING DEPT 179.45' rn tc 0 wo g LL Li < �z c 3 � Lu c' I 4 1 z W O • Q BLOCK CORNER FIPP /2" No I.D. A/C=Air Conditioner Conc. =Concrete C.B.S. =Concrete Block & Stucco D.E. =Drainage Easement D.M.E.=Drainage Maintenance Easement F.F.E. =Finish Floor Elevation F.I.P. =Found Iron Pipe/Pin F.I.R. =Found Iron Rebar F.N. =Found Nail F.N&D =Found Nail & Disc L.M.E. =Lake Maintenance Easement (M) =Measured (P) =Platted (R) =Record Res. =Residence SIP/12 =Set Iron Pin/Rebar U.E. =Utility Easement A=Arc BRG=Bearing CH=Chord aDelta L=Length R=Radius T=Tangent Page 2 of 2 BOUNDARY SURVEY Property Address: 271 NE 95TH. STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: Lot 20 and the West 1/2 of Lot 21, Block 29, of "AN AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1" according to the plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: . • . 1) The above captioned Property was surveyed and described based' •n' the : abdve Legat. Description: Provided by Client. • • 2) This Certification is only for the lands as described. It is not a certification of.Title, Zonlelr: Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWEDW•• • • • 3) There may be additional Restrictions not shown on this survey that mayiW ound itiAlae PL11511C• Records of this County, Examination of ABSTRACT OF TITLE will have 1p.ln.made tq determine • recorded instruments, if any affecting this property. . .. . . . 4) Accuracy:• . .. The expected use of the land, as classified in the Standards of Practice (5iff 7. AC); is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein -described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and/or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: Miami -Dade County Benchmark #N-568. Elevation = +9.65' 15) Flood Zone: "X" Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652 -0302 -L -SEPTEMBER 11, 2009 16) 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: A.) NOMADBRUSELLS, LLC B.) SURVEYOR'S CERTIFICATE: 1 Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J-17, Florida Administrative Code. Field Date: December 13, 2017 Job# RP17-1230 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 ; i rAPAI...� tl 0GM-r LAND SURVEYOR B, I N C. 6175 NW 153`° STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 * Fax: 305-827-9669 F:\BOUNDARY-SURVEY-NOTES\271 NE 95 STREET - MIAMI SHORES - NTS.doc Page 1 of 2 • Miami Shores VllIage 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 a new swimming pool, spa or hot tub will be constructed or installed at 271 NE 95 ST. MIAMI SHORES, FL. 33138 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: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91. (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code R41 1.17.1.15 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). A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type and location of all non dwelling walls. Florida Building Code, R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool p4r eter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Specifications). 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 tilted 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 misdemeanor of the second degree, punishable • . provided in 5.082 or Secti n 775.08 i F.S . This form must be signed by the owner/agen s ' he a YIP LIC NAM UR D DATE PLEASE PR ► 9 It /�LJ SIGNA URE 'DATE ALTER DE WEE T WNER' NAM - (PLEASE ,ffr • n 1 r NOT 4 BLIC 41/4, 149 441 vlanutectunng Office 1791-907 Blount Rd. 'ompano Beach, FL 33069 (954) 979-1089 (954) 979-5240 Fax Marketing Office (772) 288-5020 1-800-992-2206 (772) 288-5029 Fax http /!www.protectechild.com Email. pacpls®aol.com PACPF SYS INC PAGE 01/01 040, PROTECT k •CHILD The Baby Safe' Pool Fence 1791-907 Blount Road Pompano Beach, Florida 33009 MESH SAFETY BARRIER CERTIFICATION Pool fences constructed in four (4) and five (5) foot heights by Protect -A -Child Pool Fence Systems, Inc. are hereby certified to meet or exceed requirements under the DEFINITION of Mesh Safety Barriers as set forth by section R4101.1.17.15 of the Building Code of the State of Florida. This includes the Twitchell T70 pool fence fabric used in the Protect -A -Child Pool Fence assembly that complies with the following ASTM Standards: ASTM D5034-95, 03787-89, and G53-96. This mesh has been fully certified as meeting the above referenced Florida standard by the engineering firm of Cerny and Ivey. If you have any questions or need additional information, please contact us. Protect -A -Child Pool Fence Systems, Inc. Rill MIli.,na.- PROTECT -A -CHILD SYSTEMS 5612885029 P.02 INSTRUCTIONS: 1. Drill the holes for the hinge post and gate post 36" apart -Non center". You must drill these holes on a slight angle away from the fence section which they will latch to. (From vertical, the post, when set in the sleeve, should cant approximately 3" inward or away from the section it will latch to.) . Since the sections of fence will attach to the hinge post and cater post as their terminal posts, these posts will be required to support the tension on the fence. This is done such that once the fence sections are latched to their respective posts and placed under tension, these gate support posts will be pulled dose to a vertical position. A level will help you ascertain the vertical position for these posts Adjustability of the point lock latches as well as your ability to slightly bend the aluminum pasts if necessary will help in this regard_ Fence section Gate Fence section f 2 3/4"- C - 36" 2 3/4' 0 �,-e Position of gate post and catch post sleeve groove 2. POSITION OF THE SLEEVE GROOVE The position of the groove in the sleeve for these reinforced terminal posts is important. The sleeve groove should face the fence post to which it will latch. (See diagram) This places the tension point of the lock in deck screws at the point where the posts press against the sleeve wall. 3. SETING OF TME SLEEVES FOR THE GATE AND CATCH POSTS. A tight, non twisting fit of the sleeves into the patio holes is imperative. The sleeves must not twist in the hole when the force of the self closing hinges is applied. Make sure you use whatever means are necessary to accomplish this. Generally, the tight fit of the wing sleeves is sufficient. Otherwise take proper steps (taping or adhesive) to insure a tight fit. The set screws normally used to make the fence post locking, (or two of them if you feel it is necessary) will be screwed into the side of the aluminum gate posts. They are placed at a PRODUCT AND INSTALLATION GUIDELINES FOR FLORIDA Protect -A -Child Pool Fence Systems, Inc. certifies that it's product meets the definition and requirements of a mesh safety barrier as defined in 4101.17.1.15 of the 2004 FBC Residential Building Code. Strength: Spec sheets are on fife showing that our fence mesh and support posts meet strength and UV degradation guidelines as stated In the 2004 FBC 84101.17.1.15 Fence height, post length, screw spacing, and fence assembly: Post extends 3" below grade and are attached to the mesh no more than 36" apart. Fence height is 48" Screws and Assembly: Screws attaching the molding strip to the posts are according to guidelines at #8x1/2" and spacing of the screws is less than six (6) inches apart on the post. Patio deck sleeves: When installed in a sound deck surface (concrete, brick, etc.) deck sleeves are of a nonconductive material (plastic) Latching device: A secure latching device attaches each section of fencing at the height above the required 45" grade. Barrier level: When installed, the bottom of the mesh barrier is less than one (1") above the deck surface. INSTALLATION ALL FENCING IS REQUIRED TO BE SPACED A MINIMUM OF 20" FROM THE EDGE OF THE POOL WATER. LATCHING DEVICE: Each section must be affixed to the other at the top of the fence at least 45" above grade. One (1) of the latching devices between sections must have the jam nut tightened against the toggle wing such that it requires tools to loosen. This meets the requirement of the code specifying the use of tools to remove one post of the fence. IN SOUND SURFACES SUCH AS CONCRETE, 2" THINK INTERLOCKING BRICK, AND BRICK MORTARED TO CONCRETE; Holes are drilled in the deck surface to a depth necessary to accommodate the fence posts. These holes are sleeved with plastic sleeves. IN "UNSOUND" SURFACES SUCH AS 1""SAND SET" BRICK PAVERS Holes are drilled into the pavers to accept 1 1/8" OD aluminum tubing or similar suitable metal material or 1" or 1 '/ PVC pipe of sufficient length to extend below the paver or ground surface necessary to provide adequate support to the fence. Pipe length necessary for adequate support will dependupon the hardness of the ground or sand bed below grade. Typically this is 6"-8" when using aluminum pipe for sand set 1" thick brick paver patios where the sand bed has been thoroughly compacted and 18"-24" for grass and soil applications. GRASS AND SOIL: 1 1/8 OD aluminum tubing or similar suitable metal material such as I" or 1 'A" PVC pipe of sufficient length to extend below the ground surface to a depth necessary to provide adequate support to the fence. Pipe length necessary for adequate support will depend upon the hardness of the ground and must be determined in the field. Typicaly this is 18"-24" depending upon ground hardness and material used. 1" PVC pipe requires pouring concrete aroundit to support it. WOOD DECKS: Wood decks using 2X lumber can be drilled normally and fencing installed in the normal manner assuming the wood is in good condition. Any wood in less than good shape, thinne then 2X thickness, or not installed solidly will require an installation similar to the Sand Set Brick application listed above using tubing to extend into a solid surface below. Otherwise, the wood should be reinforced underneath with an additional block of wood screwed or nailed to the top surface. Manufacturing Office 1791.907 Blount Rd. Pompano Such FL 33069 (954)970.1029 Fax (0$4) 979.5240 Maltcetn Office (77) 296.8023 Fax (772) 298-5029 1.000.992.2206 Wobxile www.proteCtaa,iki.com E•mait help e p foie ctaaf ld.eam PROTECT •A• CHILD® POOL FENCE SYSTEMS The Baby ti'afex Pool Fence 10-04-06 Matt Bogart Protect -A -Child Pool Fence Dear Matt: The proper method of installing Protect -A -Child Pool Fencirig in the ground is to first dig a small footer for each post, minimum size 6"x 6"x 14" deep. Next set an aluminum, copper, or schedule 40 PVC pipe with the proper ID to fit either the post itself or the fence sleeve. The length of the pipe should be at least as long as the depth of the hole itself. Pour cement around the pipe to fill the hole. Once the cement sets up, the post will be sufficiently supported to accept the fence post. Sincerely, Don Coppedge Vice President Protect -A -Child Pool Fence Systems, Inc. PPtOBEC'd•A• CHILD" caminnimnanamis Tbr maw solo fixe! b+rrtcP 4714A.Cd C-7 r -v ( �y.P 2 -(b (2-0,1(. er-L £7w, r Lee L2� �. PHONE NaUywood arow.ra Delray Palm Coach • 4130-1302 • ®rS-0.$11 - i1®-7300 • 000.7409 s'cz�� ?'•s-d'/2'c ._' �!�'r.,}.At. e c f / i•a.,.(i !4/ la.YaMA■rrrrY.M=Igaiff rria: � il I� r�a�a■isi�i•iaaaia�raa-iiiiiwf!i-tialmonniummumnimnimmlim Er3:1■�altiairfaliZa 7 !=!=.221.1mtm•evietttv/onetnt:tt !=mtailiadEtEl-e::::::::.:== :I rip rHM::usLIES ERVIrat:ilil3iiiiii1iii_EISEMi\f33033!331 -XIIIIIIIIIZEININIMI II ._ f;iiiii _i__z:as-:R"1 i :. saavasa=aracnsrw=seeegs=ss=l`ia3_ iim ainsaiia m-rosxaaaxamii iti tan —M r ir.•1i0li-w 0 -r -.r r. iiia liil•��.--r : -- -_ li�ilrt-arrrliiars-.test - _ woo a.m.....—_...... .rrwr1.wr w.i-ar.���-. a;ilia iaw'rrr . imolfll�r._-__io rr.�r--R—wr-r■-iiiY■• fwY = ■ �■ fltfl�■r • �r�R r i�� �� ina,i■a.�rfa.� MirgaZ riiMM •ar10fRfr111111fl114.M__■IN1■�Ri�r—/A Mr NIr-6/-*r--r �._I __a__—.rw._ rm. ... —...w ..--..... dna rnorar—an tin �y SC T /F-- > �O • 9r PROTECT -A -CHILD SYSTEMS 5612995029 P.03 LATCH. This is necessary to avoid the point lock latch from interfering with the attachment of the MAGNA LATCH. Once the fence sections are installed and latched to their respective posts, make any necessary adjustments to bring the posts close to vertical using a level. Making sure the top bar of the frame is level with the top border of the fence, attach the frame to the hinge post with the bolts supplied. Cut off any excess bolt. This can often be done by gripping the excess bolt with vise grips and bending it back and forth until it breaks off. a. ADJUSTMENT OF THE HINGES A major benefit of the MAGNA LATCH is that it reauires very Aksjsudna Am to activate the latching mechanism. The lower the required dosing force, thelower the twist farces on the &leave oro y which counteract those forces. For this reason, we recommend adjustment of the hinge tension to the minimum jtmount necessary to apply sufficient dosing force. Be aware that both hinges do not need the same tension setting.. Try tightening the adjustment on onlyin a at a time when fine tuning the closing force_ 6. THE FINAL ATTACHMENT 1S THE GATE CATCH TO THE GATE FRAME Note how the catch dovetails together prior to attachment to the frame and how the adjustment screw and nut work together. Mark the proper position of the catch on the frame so that the catch will catch properly in the Magna Latch. The catch is first attached with two bolts through the front of the frame. The secondary attachment is with two screws through the side of the catch into the side of the frame. Don't worry that the screws are on a slight angle going into the frame. The catch is then adjustable in and out with the adjustment screw for pro . = alignment. PROTECT -A -CHILD SYSTEMS 5612885829 P.01 REMOVABLE SELF CLOSING GATE INSTRUCTIONS Because of the liability associated with setf dosing, self latching gates and their possibility of failure, Protect -A -Child Pool Fence Systems, Inc. continues to recommend our traditional gate system utilizing the removal of one past of the fence. We do, however, recognize the requirement by many municipalities for self dosing gates. Therefore, we now manufacture a self dosing gate using the quality Magna Latch. and Tru Close adjustable self closing hinges. Below please find installation instructions for this gate. PARTS LIST 1. 2 HEAVY WALL ALUMINUM POLES W MOLDINGS AND SCREWS. One has the magna latch attached, the other has the hinges attached. The hinges can be reattached if necessary if the gate must open to the right. These posts will serve as hinge post and catch post. They will also be the terminal posts for the sections of fencing which will latch to them. 2. 2 1 114" PLASTIC SLEEVES NORMALLY ASSOCIATED WITH OUR 'ALUMINUM FENCE, These will be the sleeves for the hinge and catch post. 3. 4 OF OUR LOCK IN DECK SCREWS. These screws will be placed approximately 2' up from the bottom of the aluminum poles to fit in the sleeve groove of the end and catch posts and will serve to counteract the twist of the spring loaded hinges and keep the catch post from twisting. You may wish to use 2 screws in each pale for additional holding power. { 4. ONE GATE FRAME W MESH. The mesh is attached with 3 moldings. The bottom and 2 sides of the frame. Date Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 WIMMING POOL OWNER'S CERTIFICATION 1 t 49— Miami Shores Village Building & Zoning Department Attention: Building Official certi Act to that I am the legal owner of the property described as 1 , located at 2- t N C S ST -10 2. L,ot 2 L ERIK z -7 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. 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 Vitiage 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 NOMADBRUSELLS, LLC / WALTER DE WEERDT is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Address: 271 NE 95 ST. MIAMI SHORES, FL. 33138 Whereas, the undersigned owner(s) NOMADBRUSELLS, LLC / WALTER DE WEERDT desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 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 install 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 terms and conditions set forth herein. FURTHER, the undersigned declares) that this covenant is intended and shall constitute a restrictive covenant concerning 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 succes ors, n ac . • Vince of said Village then in effect. 0 NE" f PRINT VtA-u e7 )) e -(z-15 1 I Hereby Certify that on this day personally appeared before me �'L-�► L' �e "`-' «'as 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 111-` day of OWNER SING & PRINT (Revised 05/2209 0 RY PUBLI 1VO0�27t,oa2os1 o�::_RENXDp,FQe•.> i P ..ds • A heat pump uses nature's 'free heat' from the air to heat your pool water. • Electricity is only needed to transfer the heat, not create it. ▪ It is significantly less expensive than gas or electric heating. • This makes a heat pump the most economical, safe and trouble-free way to heat your pool. / 7-6 a 4 CO Haat pL mp3 VIP, .tel ; `. ... �' 11� �/ �,C:i1JJ''1 i'1q AcpuaitO is BY FAR the MOST' COST EEEOCDEN u swimming pool heat pump available ar`an.:thien?. -7777 Aq aCaBe' corn AqucaCCal Natural Gas Electrical Resistance LP Gas )) �' e o I� h�r" sa��n� $6.06 COST PER IVMItLOONI BTUs OF HEAT $27.50 $38.10 *Chart based on $3.00 per gallon LP Gas, $2.20 pet therm. of Natural Gas,13t per kilowatt and a heat pump with C.O.P. of 6.3 'Mete Mile of neat pumps ape `, Cr C C 70 dB 60 dB OAS 1 M=AIM@lock ( ; .. 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Ca1�I.i�; • state of the art technology • highest efficiency • quietest operation • unsurpassed reliability • superior durability c \:tltii it • rust proof • fade proof • impact resistant _;:k CJEI:lafa a'A0f,t} ▪ extends swimming season longer than any other heat pump on the market • continue to heat in freezing temperatures to minimize heat loss • cool your pool to a refreshing temperature • set to heat, cool or autotemp • AquaCal has been producing quality heat pumps since 1981 customers worldwide in the industry for over 25 years SQ110 SQ120 SQ155 SQ175 Over 200,000 happy ° Setting the standard for excellence _ La er ciA i_] -aP•U�J(a J-r)6�: _'...�.r�GJniiu innl -11.07,31 -- �z.:c_,Ql!nrl)Ir>I f•'"� �01(��� licyU-v 4.f15- , ; lu12, to.) 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SQ110 Q120SQ155 SQ -11 7 5 SQ121R SQ 156R BTU 80/80/80* 100,000 113,000 135,000 9 143.000 118.000 139.000 80/80/63"" 93,000 105,000 126.000 134.000 111,000 130.000 80/50/63" 63,000 3.000 86,000 91.000 74.000 88,000 Coefficient of Performance 80/60/80* 6.0 6.1 6.3 6.5 6.2 6.1 80/80/63"" 5.7 5.7 5.9 6.1 5.9 5.6 80/50/63** 4.0 4.0 4.1 4 3 4.0 4.0 3 Refrigerant R410A R410A R410A R410A R410A R410A i Electrical Heat or Heat & Cool H H H H H & C H & C KW input 4.9 5.4 6.3 6.4 5.6 6.7 l Voltage/Hz/Phase 208-230/60/1 208-230/60/1 208-230/60/1 208-230/60/1 208-230/60/1 208-230/6011 1 Minimum CircuitAmpacity 38.9 if 41.1 41 1 41.1 41 1 41 1 i i Minimum/Maximum Fuse Size 50/60 50/60 , 50/60 50/70 50/60 50/70 Water Flow 30/70 30/70 30/70 30/70 30/70 30/70 Minimum/Maximum (gpm) Physical Shipping Weight,(Ibs) 336 336 349 424 349 475 I 37''x33.8"x41" 37" x33.8" x41" 'x33.8" x45" 37"x33.8"x45" 34"x42"x39" 34"x42"x43" S¢e (lengthxwidt u height) Sound Level Decibels at 10 ft 55 dB 55 dB 55 dB 55 dB 55 dB 55 dB �o�''-'ilrillT4�-L fl._dslla=--'1no1115J(„AlcY.icti{rl_.nnloc.:q n(_jlirg2ia7;;•r1Lgi.@lnffYnai?,oi:�;•, Pliiiiro?MA iiLW is oil 11 Ilea n iL!- C'kbri!:ik.fi,1tui-4-gt_, # RAABE lA9 USA 44-7.',.:J • STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Viiiage Building Department SURVEY AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned Affiant, NOMADBRUSELLS, LLC / WALTER DE WEERDT does hereby attest that (Property owner) The attached survey, performed by GARY B. CASTEL SURVEYING, INC (Name of surveyor's company) For address: 271 NE 95 ST Performed on 2/28/01 (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. urt er, Affian 'say th nau h . W4 -L T � E WE -6; Pr pe 0 r Signature voimishn/ Property Owner Print Name SWORN TO AND SUBSCRIBED before me this '�day��'• e V Q�Q�1 AD i/_,, Affiant is personally known to me, produ= o 'f'''''? ---as identification. =L •ZN a mts . .',?.?3,/..1t090119AISA . .***0. ' 1 -ki . lgagg, j,l'd4/�o! N1lRR��`�'Sl zc:) i 9 - Revised on 5/22/2009/ Revised on 6/12/09 A v • 13WLJ1ARY suavE%r: )07e oVax-ti? 141/Ar_E--,r ,/c) 7(M4 11111MINI=aminemmeeimume 0 .30 / twk.4 q/5 .za, \NI/ ./2.0 /.6:7 RI enc . erio /©� 0o MIEIRW° S), / o k'a i {..\. a 5 ,,,, .7 6v (w.r), ,A,,,.....,) .,,,,• ,e,,,,t,,... \ ix - .././V1? /7,2 i \ 1 i/a/ ril. LI) 9.90, Legend: — Centerline Res — Residence Fd — Found Conc — Concrete Cir — Clear R/W — Right of way CIf — Chain link fence Ms — Measured Encr — Encroachment Zoo' ems) s/ce, FkRizv/A-r • (71/0 c-0-1--).4) G5 / 70k/ O'EAlag (4),AL-L) 0 77. 19,1 z ../ V4,, -i•s- . Elevations base 9 on Note: Lands shown hereon were not abstracted PCBM . 14.17A / Bearings if shown are bas for easements and/ or right -of - ways of record. Elev. — low , NGV Datum on assumed me 'dian and Legal description provided by client. 1929 Plat af.Recard thrgir 77 A s LEGAL DESCRIPTION: Loand t e West 1/2 of Lot 21, Block 29, AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Miami -Dade County, Florida. SURVEY FOR; ROBERTS, Sandra L. 4/1 NE 95th Street, MIAM1 slow s, FL. 33136 CERTIFIED TO: Sandra L. Roberto Carl M. Sugarman, Esq. Attorneys' Title Insurance Fund, Inc. Wells Fargo Home Mortgage, Inc., its successors and/or assigns as their interest may appear Y 9'7 Ti --1 - -.C'' Z . d e 2319 4 o 5 O Su• u 130'w/ 1 f N D.\ 15o• 1:1 �p i•0 tsa •o Iel '1 n ' S So• L 1 n; nj Iso' c, JI N 10 0 11 ', STR'EE, 501•..'1 .. • !I.; IE, 17. '1A i9 20. 571°5919 2 a u, 1 0 J 2 'r' 2I ` 22. t,0 •. _ .. ..50 55 J B 130' In 10. 1n 11: 13 14 95 H ; c••r; 1 f 1 50' 'N � 1 � P • ' b ' H • 3' (: U In ni 9 _ 8 7. . 'S 4 ' .. *3 571°5919 2 a u, 1 0 J 46 1 s0 17 16 STREET �3�.bgs:... . 46 7 rl )0 0. .9 y (8 ffc 1 i : � 7C ly� ly 2u LI LW C47 l 014,,1 i%. ;b 0 13.5•n7 y 5 oY d4;,1`. 'r . 7 e • -71 • e ii)yo'� 3 ~� 4 DT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL BOUNDARY SURVEY t Hereby Certify: That the attached Survey was made under my responsible charge and substantially meets the minimum technical standards as set forth by the FLORIDA UOARD OF LAND SURVEYORS in Chapter 61017-0, Florida Administrative Code, pursuant to diction 472.027, Flo !Kato GARY B. CASTEL R.glstsrsd Land Surveyor No. 4129 State of Florida GARY B. CASTEL SURVEYING, INC. LAND SURVEYORS 12016 S.W. 132nd COURT, MIAMI, FLORIDA 33186 (305) 253-9720 (305) 253-6767 FLOOD ZONE DATE: SCALE: , DWN. BYJOB No. t.•ZQ—p1 3� ?C206-367 206-367