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BPP-11-847
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159654 Scheduled Inspection Date: April 16, 2012 Inspector: Bruhn, Norman Permit Number: BPP -5 -11 -847 Owner: HUBER, PATRICK & XIMENA Job Address: 1150 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: VAN KIRK & SONS INC Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132050190420 Phone: (954)755-4402 Building Department Comments INSTALLATION OF NEW INGROUND POOL AND PAVERS OVER SAND DECK Inspector Comments veu"�F /Zi Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 13, 2012 For Inspections please call: (305)762 -4949 Page 2 of 36 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172145 Permit Number: BPP -5 -11 -847 Inspection Date: April 09, 2012 Inspector: Dacquisto, David Owner: HUBER, PATRICK & XIMENA Job Address: 1150 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: VAN KIRK & SONS INC Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Survey Final Work Classification: New Phone Number Parcel Number 1132050190420 Phone: (954)755 -4402 Building Department Comments INSTALLATION OF NEW INGROUND POOL AND PAVERS OVER SAND DECK dM � Pass Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 09, 2012 Page 1 of 1 00 841 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 a new swimming pool, spa or hot tub will be constructed or installed at i q Eo 100 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 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). A combination of non - dwelling walls and fences (screen enclosure, child fence, masonry fence walls, ch.' link or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type and locatio, .f all non dwelling walls. Florida Building Code, R4101.17.1 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). 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 ownerlagent • nd th7yr c tractor. TURE " D DATE OWN LILL it- 0 RYNOR UELV T E OF FLORID .••" Patricia L. Cobban E Commission #DD845967 Expires: FEB. 02, 2013 DONDED TBRU ATII1PiT[C ammo TENT NO. 5,473,31 F 4 0 1 1 14575 08701 i 4 THE SAFE POOL PROVIDES ALARM PROTECTION TO OUTDOOR GATES OR HOME DOORS LEAD NG TO POTENTIALLY DANGEROUS POOL AND SPA AREAS. THE SAFE POOL FEATURES WEATHER RESISTANT CONSTRUCTION AND MOUNTS DIRECTLY TO EITHER WOOD OR METAL DOORS/WINDOWS /GATES. WHEN CHILDREN OPENS THE PROTECTED DOORIWINDOW /GATE BY MORE THAN 1 INCH, THE UNIT WILL SOUND ITS BUILT -IN 110 DB HIGH OUTPUT ALARM, NOTIFYING NEARBYADULTS OF THE ATTEMPTED ENTRY. THE BYPASS BUTTON ALLOWS ENTRY OR EXIT FOR ADULTS WITHOUT SOUNDING THE ALARM. ONCE THE DOORIWINDOWIGATE IS CLOSED, THE UNIT WILL RESET AUTOMATICALLY TO RESUME PROTECTION. 13 S nsors d ted opening and muss the alarm within 94 a eons when the BYPASS button Is used 'c (1/11 us / /stea COMPLIiS WITH UL 01, U eon both Indoor or outdoor ntry areas Use on S volt battery (not Included) FEATURES * High output 110 DB Alarm siren * Standard 9 volt battery operation * Includes mounting hardware for bolt wood or metal doors /gates • * Weather and water resistant ' construction * YPA$S button provides convenient a uit pass - through operation *3 ar warranty fy SCREWS & T PE LOCATED INSIDE'SENSR HOUSING CAUTION THE SAFE POOL ALARM IS EXTREMELY LOUD. FOR YOUR SAFETY, NEVER PLACE THE UNIT CLOSE TO YOUR EARS: TO TEST THE ALARM, DIRECT THE UNIT AWAY FORM YOU AT ARMS LENGTH AND ACTIVATE. • 1 PATENT NO.5,473,310 ALL RIGHTS WESEI&VED THIS PRODUCT IS PROTECTED UNDER FEDERAL PATENT, TRADEMARK AND COPYRIGHT LAWS AND LAWS PREVENTING UNFAIR COMPETITION. NO DUPLICATION OR SIMULATION OF THIS PRODUCT I3 PERMITTED EXCEPT BY WRITTEN AUTHORIZATION OF TECHKO INC. TECHKO AND THE CONFIGURATION OF THIS PRODUCT Ant TRADEMARKS OF TECHKO INC. COPYRIGHT 1992 YECHKO, INC. AU. A RIGHTS RESERVED 1 L%GIOD-: TECHKO, INC. LAGUNA HILLS,CA 92653 MADE IN CHINA The Safe Pool is designed to sound a loud alert when children enter through a Safe Pool protected door /gate. When properly installed, the Safe Pool will allow adults to pass through the protected door /gate and immediately shut off the sounding alarm. When powered, the Safe Pool is always in protected mode. The alarm will activate the instant when the door /gate opens by more than 1 inch (when the magnetic sensors are apart by more than 1 inch). Once the alarm activates, it will sound continuously until the DELAY button is pressed. When passing through the door /gate from the side where the alarm is mounted; press the DELAY button then open the door /gate, pass through and close the door /gate within 10 seconds and the alarm will not activate. When passing through the door /gate from the opposite side, open the door and quickly press the DELAY button and close the door quickly. The unit will re -arm within 7 -13 seconds. When the alarm volume becomes low, or the unit does not produce normal alarm sound, replace the 9 -volt battery. The Safe Pool's plastic resists ultraviolet rays from direct sunlight exposure. However, slight discoloration over time is normal. WARNING! THE SAFE POOL ALARM IS EXTREMELY LOUD WHEN ACTIVATED. FOR YOUR SAFETY, NEVER PLACE THE UNIT CLOSE TO YOUR EARS. TO TEST THE ALARM, ALWAYS USE EAR PROTECTION AND DIRECT THE UNIT AWAY BEFORE TESTING /ACTIVATING THE'&LARM. . Important Warranty Information: A dated proof of Purchase is required for warranty service Type SM : System is intended to be self - monitored. Customer Service : 1-949-367-1234 M - F, 9:OOam - 4:OOpm Pacific Standard Time support @techkousa.com www.techkousa.com Mfg. By TIC Techko Inc. 26651 Cabot Rd. Laguna Hills, CA 92653 , US PATENT #5,473,310 NOTICE THIS PRODUCT IS PROTECTED UNDER FEDERAL PATENT,, TRADEMARK AND COPYRIGHT LAWS AND LAWS PREVENTING UNFAIR COMPETITION. NO DUPLICATION OR SIMULATION OF THIS PRODUCTS IS PERMITTED EXCEPT BY WRITTEN AUTHORIZATION OF TECHKO, INC. TECHKO AND THE CONFIGURATION OF THIS PRODUCT ARE TRADEMARKS OF TECHKO INC. COPYRIGHT 1994 TECHKO INC. ALL RIGHTS RESERVED MADE IN CHINA TEO 0• Safe PooITM Model S087 Area Entry Alarm Congratulations on your purchase of the Techko Safe Pool model S087 safety alarm. The Safe Pool can be used to provide a high volume alarm alert when children have entered a pool or spa area. The S087 can be used outdoors on wood or metal gates, or indoors on doorways leading directly to potentially dangerous areas. • Easy installation for gate or door protection • Water / weather resistant * 9 Volt battery power (not included) * High output 110 dB alarm siren * One button DELAY operation * Alarm siren is VERY loud; NEVER place the unit close to ears Install the unit high enough to be out of reach of children * Keep this manual for future reference The Safe Pool can provide valuable protection when used correctly. However, it cannot guarantee complete protection against accidents or injuries. Therefore, Techko cannot be held responsible for any loss, damage, or injury that may occur. WARNING: Read all installation and operation instructions thoroughly before proceeding with installation. Before installing the battery, use a rubber band to temporarily secure the two magnetic sensors together with the arrows pointing toward each other to avoid setting off the alarm unintentionally during the installation of the alarm. . INSTALLING THE BATTERY: 1. Remove the battery cover of the unit and install a new 9 Volt battery (See Fig. 1) 2. If you are sensitive to loud sound, please wear ear protection against the loud alarm siren before testing the. alarm. 3. Once the battery is connected the unit is now ON and Working. To test the alarm siren, make sure you have ear protection before testing. After ear protection is in place, separate the magnetic sensors apart by more than 1 inch. The alarm should sound immediately after the sensors are separated. Press the DELAY button Fig 1 and immediately secure the two magnet sensors together again to avoid the alarm sounding off unintentionally. MOUNTING: . .WARNING: The alarm should be positioned close to the door high enough to be out of the reach of children. As each mounting application varies, Techko suggests testing the unit's installation location and effectiveness before permanently mounting the S087 REMOVING THE ,SCREWS AND TAPE FROM THE SENOR HOUSINGS Mounting screws and double -sided tapes are located inside the sensor housing (See Fig. 5). Using a small flat head screwdriver, gently pry open'the recessed sensor spacer of the sensor housing up and remove the screws and double -sided tapes. MOUNTING INDOORS USING DOUBLE -SIDED TAPE Make sure that the mounting surfaces for the double -sided tapes are completely clean. Attach the double -sided tapes Fig 2 onto the rear of the unit, and then secure the unit onto the desired mounting surface. MOUNTING INDOORS USING SCREWS Using the provided mounting template printed In this manual, mark the position of the screw holes on the desired mounting surface. Drill the screws onto the mounting surface with approximately 1/8 inch of thread remaining. Slide the unit over the screws and secure the unit by pushing it downward Fig 3 Fig 4 as shown in Fig. 2. You may need to adjust the screws towards or away from the mounting surface to provide a more secure fit. MOUNTING THE SENSORS INDOORS Make sure that the arrows of each sensor are pointed towards each other. Using either the double -sided tape or the screws provided, mount the sensors so that they are Tess than 1 inch away from each other. Please make sure that the wired portion of the magnetic sensor is mounted on the non - moving portion of the mounting surface and the standalone sensor is mounted on the door /gate (See Fig. 3). MOUNTING OUTDOORS ON WOODEN GATES Using the provided mounting template printed in this manual, mark the position of the screw holes on the desired mounting surface. Drill the screws onto the mounting surface with approximately 1/8 inch of thread remaining. Slide the unit over the screws and secure the unit by pushing it downward as shown in Fig. 2. You may need to adjust the screws towards or away from the mounting surface to provide a more secure fit. MOUNTING OUTDOORS ON METAL GATES Using the provided nylon wire ties, attach the alarm body to the metal gate frame (See Fig. 4). MOUNTING THE SENSORS OUTDOORS (WOODEN OR METAL GATES) • Break off the tabs on the side of each sensor (See Fig. 5). Make sure that the arrows of each sensor are pointed in the same direction as the sensor housing before placing the magnetic sensors inside the sensor housing. Snap the sensor spacers (the two cover -like plastic pieces you pried open to get the double -sided tape and the screws) back into the sensor housing this creates weatherproof protection for the magnetic.sensors. Secure the sensors using the nylon wire ties onto the gate frame, make sure that the sensors' arrows are pointed towards each other and that the sensors are less than 1 inch'apart (See Fig. 4). SENSOR SENSOOR SING BREAK OFF TAB 118 - I SENSOR SPACER Fig 5 Tape & Screws Located Inside ,Sensor Housing NR PECIFI . '� S F R.AU. OUL STREAiV!'?HI SERIES 'HEAT `PUMPS ITT NG.EB: 100 %Titanium Heat ExchangerCOMPRESSOR MINIM FLOWtl: 20/70 GALLONS PLUMBING ;S. '' . BE : 45 GALLONS A ITB�II.S)ECS: SCROLL 2" SEE INDIVIDUAL UNITS 3 GRIGINA , TEST POIl /80/ bu}aida AHRI Test dard j a y�y� �IIiWfP[ -�r�� H 4 _ K - ;01,00„.„..„,,, �5 YEARS PARTS & LABOR WARRANTY LI€�ETIME ON TITANIUM HEAT EXCHANGER 5 YEARS PARTS & 2 YEARS LABOR WARRANTY + LIFETIME ON TITANIUM HEAT EXCHANGER* A 80/80180; BT 1,80 +0P *3 AH tCERTIFEDT' Shr E fi MIN AMPS /MAX BREi UER 36/40 I DIMENSIONS° (SHIPPING): 31 x 31 x 34 (33 X 31 X 39)1 WEIGHT (SNIPPING): 210 LBS /245 LBS 0 0> A, TAN�b �" . - . ... U _ 1$ MIN AMPS /MAX BREAKER 37/40 1 DIMENSIONS° (SNIPPING): 31 x 31 x 38 (33 X 31 X 43) WEIGHT (SHIPPING): 218 LBS /253 LBS te 0 uc l25 .'RA rs le inS-P a>Ili f&Leol 80/80/80: BTU 120,000 + COP 6 3 OUTSROE ARI STANDARf1 AH1RI CERTIEEI TEST. RESULTS 80/68/80; `BTIUEI 000 + COP: 6 9; 50/63/80: BTJJ :74,000 4t-COP: 4 MIN AMPS /MAX BREAUER:37 /50 DIMENSIONS°(SNIPPINC): 31 x 31 x 38 (33 X 31 X 43) WEIGHT (SHIPPING): 218 LBS/253 LBS 0 I •R. Ieb 80/80/80: i� �00t + COQ:6. OUTS :iTANDAARI , . AHRI CE EEO TEST`RESULTS 80/63/80 BT1124,0 i0 +;-COI: 5.4 50 /80: R� IS Obf1 4 0 , MIN AMPS/MAX BREAUEB:37 /50 1 DIMENSIONS° (SHIPPING): 32 x 32 x 40 (34 X 32 X 45) I WBGHT (SHIPPING): 222 LBS /257 LBS 5 YEARS PARTS & 2 YEARS LABOR WARRANTY + LIFETIME ON TITANIUM HEAT EXCHANGER* tirfai)ty Tor ;omplote Details Wal 1/4" X 3" LONG TAPCON & WASHER l7 EA. ANGLE 1 PER LEG (TYP OF 4) UNIT SUPPORT DETAIL CALCS BASED ON 0 -15' MEAN HEIGHT ABOVE GRADE EXPOSURE C, KZ = 1.03, I = 1.00, C = 1.3 WIND LOAD CALCS. (RATIONAL ANALYSIS ' PER ASCE 7 -05) q z = 0.00256 (1.0) (1.05 X 140)2 = 55.32 LB TOTAL W.L. = 2.67 X 3.25 X 55.3 X 1.5 X 1.3 = 936 LB OVERTURN. MOMENT = 936 X 39 / 2 = 18,254 IN -LB RESIST. MOM. (UNIT WEIGHT) = 215 X 32/2 = 3,440 IN -LB RESIST. MOM. (1/4" TAPCONS) = 425 X 2 X 32 = 27,200 IN -LB TOTAL RESIST. MOM. = 30,640 IN -LB > 18,254 IN -LB ADEQUATE POOL HEATER MODELS: GS1000, GS1500, LE113, LE130, GB1000, HE65, HE90, HE110, HE125, HE150, HI5, LE65, LE90, LE110, LE125, LE150, LE5 1"X5" (12GA) ANCHOR BRACKET (4 REQUIRED PER UNIT) 1/4" X 3" LONG TAPCON & WASHER @ EA. ANGLE 1 PER LEG (TYP OF 4) 32" 1 PLAN 11- 1I= 11 =11= 11=11- 11=11= 1 1= 11 =.11 =11 =11 =11= - POOL HEATER MODELS: GS1000, GS1500, LE113, LE130, GB1000, HE65, HE90, HE110, HE125, HE150, HI5, LE65, LE90, LE110, LE125, LE150, LE5 4" CONC. SLAB MIN. ineering Business CA 00009677 Ii 0 co t0 0 0 m 0 g g 3 � In 0 0 z W to ci r Z rn M O C9 M Z_ J_ c U a 01 cZ 1- � N _ < Z O J Z -_ 0 ) 14 N I- 0.. M 0 n z 0 1 W U Ca Q 056 �..// Z o� W re 00 ; W Z N � °5 QW W yi LLI ca Z re Pm Lli n U. 4 I- VO 06 Z W J aEl) am 0 W Z W CD Z uj I- 0 N 0 CO N 1 1 C4 C4 44- NI- 0) 0) C I° a Rool odurts A Safe Dram is No Accidentrm, VGB Series 10" Anti-EntrapmentSuction Outlet Cover and Double/Deep Frame The AquaStar line of suction outlet covers, compliant with the new . Product Specification Sheet , Virginia Graeme-Baker Pool and Spa Safety Act (ASME/ANSI A112.19.8a-2000 Features For single or multiple drain use (see Installation Instructions) Single • , . Floor atit ps • . . Dual Ro9r: 206 GPM at 2.9 fps Wall:.90 GpMIPtl..4fpe Triple system • •• .; Aoki 412 fipivi at 3.9. fps Veal; 2G8APM 2.?.is: : R6erfiyPil: 457G PIA f.5 fps PPenint• • I... • • s • • • #3.16 Rainless stee■ screvut . • - • . ,.. • , . • .... • . Manufactilred.from.superiot liWre.sidtantentiimeM4 poiimers Meexs 0? exceeds NSFSOJASME/ANSI m:1410.81.20.01.t.iatitinaltiibdards andA.qtyl. .7. 4." deeigiiid fierneiceePs'ffeld7fabricated surtiP.etTegiiireiWeelePdf: • . .5Eifitifli*.attacterient(OPpo..na0 . • • 4 per : .. Model # 10AVDDXXX Part Numbers / Colors O 10AVDD101 White 111 10AVDD102 Black 10AVDD103 Lt. Gray 10AVDD104 Blue • 10AVDD105 Dk..Gray 10AVDD106 Bone 10AVDD107 Taupe fit 10AVDD108 Tan VG B 2008 Compliant • 4 3-15/32 t• 010-27132 1-3/32i 1. 10" anti-entrapment round deep frame 2. r flat grate (optional after 12108) 3. CO flat head phIllIps mew. qty 4 4. 10" anti-entrapment cover P 877-768-2717 F 877-276-POOL info@aquastarpootproducts.com www.aquastarpoolproducts.com **PROUDLY MADE **IN THE USA 0,49 0:69 0.98 1.46 1.85 2.44 2.93 . 3.41 7.32 7.80 8.78 975 if OTi 4 4 � • Pi 89 Poo t.sgr -g Friction Loss in Sch. 40 P CPI.e 1 2 5 .7 10 rLi % In. 1.13 2.26 5.64 7.90 11.28 •15 20 25 30 35 0.51 0.64 0.71 0.89 2.08 0.90 4.16 1.80 23.44 10:15 43.06 18.64 82.02 35.51 41n. 0.03 0.04 0.06 0.06 • 0.013 0.017 0.026 0.035 0.63 1.26 3.18 4.43 6.32 9.48 12.65 0.51 .1.02 5.73 10.52 20.04 022 0.44 . 2.48 4.56 8.68 t8.39 31.32 5111? ` ' . 0.49 0.02 0.009 0.57 0:03 0.013 0.77 1.93 2.72 5.86 5.29 7."12 9.• 1 In. 11.58 40 1.02 45 1.15 50 1.28 1.53 1.79 75 1.92 0.34 0.15 BO 2.05 0.38 0.16 90 2.30 0.47 0.20 100. 2.56 0.58 0.25 • 125 3.20 0.88 0.38 150 3.84 1.22 0.53 175 4.48 1.83 0.71 200 5.11 2.08 0.90 250 6.40 3.15 1.36 300 7.67 4.41. 1.91• 3110 8.95 5.87 2.55 400 10.23 7.52 3.26 450 500 750 1000 1250 . 1500' 2000 2500 80 70 0.11 0.13 0.16 0.22 0.30 0.048 0.058 0.089 0.095• 0.13 0.85 0.73 0.81 0.97 1.1'4 0.03 0.04 0.05 0.07 0.10 0.013 0.017 0,022 0.030 0.043 0.55 1.72 3.17 6.02 12.77 21.75. 3288' 46.08 O • 0.24 0.75 1.37 2.61 5,53 9.42 14.22 19.95- 0.44• 1.11 1.55 2.21 3.31 4.42 5.52 6.83 7.73 6 In. 0.56 0.02 0.009 0.67 0.03 0.013 0.79 0.04 0.017 8;84 9.94 1.105 0.14 0.44 0.81 • 1.55 .3.28 5.59 8.45 11.85 15 :76 20.18 25.10 30.51 1%In. 0.06 0.49 0.35 0,87 1.42 2.42' 3.88 5.13 6.82 0.33 5.81 1.13 1.62 2.42 3.23 4:.04. 4.85 5.66 8.74 10:57 13.21 • 6.47 7.27 8.08 9.70 0.07 0.22 0.38 0.72 • 1.53 2.131 3.95 5.53 7.38 0.03 0.09 0.17 0.31 0.66 • •1.13• 1.71 .2.39 3.19 - 9.43 11.73 14.25 '18.98 • 4.08 '£,.08 8.17 8.65 tati 0.029 0.11 0:048 0.21 0.091 0.45 0.19 0.76 0.33 1,15 0.50 • 1.62 0.70 2.15 0.93. 3.90 '2.75 4.39 3.43 4.88 4.16 4.8A.. 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UP. - URU11' POLE F.N. B.O.B. • BARS OF BM WS P.T. A/O - AR CONDMOMNO PAD EN&. A • ARC DISTANCE FN. FOUND 1/2" IRON ROD LOT 7 BLK, 178 - SET IRON ROD - POINT OF COWMEN - CEMENT - FOUND NAIL - PONE OF TNIgEMCY _ ENCRyCHMENT • FIRE MR*? 75.0' BOUNDARY SURVEY FOUND 1/2" r IRON ROD 256.8' ALL FLORIDA SURVEYING AND MAPPING, . CERTIFICATE No. LB 7488, STATE OF R 0A4A 1236 HAMMONDVILLE ROAD POMPANO BEACH, FL 33069 PHONE:(954) 788 -8998 FAX:(954) 788 -8992 TO BLK. COR. 0 01 3 WAU- . F' FENCE 1 .1 WEST PAVERS WALKWAY 1 5' WOOD .45 WEST 5' WOOD FENCE WEST FOUND 1/2" IRON RO 5' WOOD EAST PAVERS WALKWAY N r LOT 5 BLK. 178 FENCE TRAVERTEEN WALKWAY 5' WOOD FENCE 1.3 WEST 15' VALLEY 9.5' ASPHALT PAVEMENT PA.B. BLOC. C.B.S. MI. a.. C/L - CATCH BASIN - BOUNDARY CORNER - PONT OF BEGINNING LNG P't _ BUILDING FJP. - ALUMINUM LIGHT POLE - CONCRETE BLOCK STRUCTURE IF.E CHORD DISTANCE 0 ▪ CLEAR 00 ▪ CENTER LAE KW • ELECTRIC METER - PRCPERTY LNE - FOUND ERIN PRE - FOND MBAR - leWE4T FLOOR ELEVATION - ROOD POWER POLE _ MEASURED - RECORD BAIL P.I. P.RC P.C. FN.D. P.C.C. TIA 5' *000 FENCE 1' SOUTH FOUND 1/2" IRON ROO P. WATER METER _ SDEALLIA - PONT OF INTERSECTION • POINT OF REVERSE CURVE " PONT OF CURVATURE - FOUND ROAM - PONT OF COMPOUND CURVE _ wawa 1NE - WATER VN.VE P. NOT TO SCALE - Cam. ANGLE - WOOD FENCE - CAN UNIT FENCE _CJW.S. WALL. - CONCRETE UGHT POE ▪ RADIUS • U.E. Cax. N.C.V .D. 0.E. P.B. P.CP, P.O. e)PP11 -F�1 ILIEGAIL ID SCRIYMON LOT 6, BLOCK 178 OF REVISED PLAT OF TRACTS 175A, 1756, 175C, 176A, 176B, 176C, 177A, 177B, AND 178A OF THE REVISED PLAT OF MIAMI SHORES, SECTION 8, AS RECORED IN PLAT BOOK 31, PAGE 41 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. PROJPIER7['ZY ADDRESS Miami Shores Village APPROVED ZONING DEPT BLDG DEPT DAEPAT suBJECT 10 COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS SURVEYOR'S NOTES: 1150 N.E. 100 STREET MIAMI SHORES, FLORIDA 33138 CERTIDFIED TO RICK M HUBER & W XIMENA GONI N KIRK & SONS POOLS, INC. 1 -) F SHOWN, BEMIMS AND ANGLES ME REFIRED TO SAD PLAT N LEGAL OESCPoPIION. 2 -) THE RELATIVE CLOSURE N THE FELD MEASURED BOUNDARY IS BUYER THAI: 1 FOOT N 7,500 FEET; LNEAR (SUB<BBAI). 3a A TITLE REPORT WAS NOT PROVIDED FOR 1111S SURVEY. THEREFORE, THERE MAY BE REMOVES ON NS PARCEL THAT ME NOT SHORN THAT MAY BE FOUND N THE AMC RECORDS OF BROOM COUNTY, FLOPoDA. NO EXPRESSED OR IMPUED DETERMINATION OF 11TLE OR OWNERSHIP TO THE LAD DESCRIBED IS MADE. 4-) THERE MAY BE INDERGROWID UIUTY LOCATIONS MD SU ACE FEATURES WITHIN TIE PARCEL THAT ARE NOT SHOWN. THERE S NO NSBIE SURFACE OR REREAD EAD BCROhpIW NV, OTHER THAN SHOWN ON VHS SURVEY. 5-) R IS A VIOLATION OF RULE 5J-17 OF THE FLORIDA O0NR6STRATIVE CODE TO ALTER IRS SU R EY DRAMA TROUT DE PRIOR MEN CONSENT OF THE SURVEYOR. 6-) AL SET NON PEES (S.I.P,) OR SET 1 ROOS ARE 18 INCHES N LENGTH AD I/2' DMM.(LD.) OR No.4 RE09R RESPECTIVELY. AND WIVE A PIASIE CAP MARKED: L8.7433 7 -) I IEREDY CERTIFY THAT THE SINNEY SHAWN HEREON COWPLES WITH 1IE MARINA TECHNICAL STANDARDS FOR SURVEY AS CORDAED N CHAPTER 5J -17, RADA ADAANSTRATpN CODE. 8-) DRESS OTHERWISE NOTED, Al DIMENSIONS SHOWN HEREON ARE RECORD AND MEASURED. MANHOLE - UTNm EASEMENT - CONCRETE - NATIONAL GEOOL110 VERTICAL DATUM - OVERHEAD EUTCiRC LINE • PLAT BOOK _ PERMANENT COMM. PONT PAGE gLEYMIllegfiMenen BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EM REVISED ON 03/02/94 THE HEREIN DESCRIBED PROPERTY IS SITUATED BASE FLOOD ELEVATION 8 COMMUNITY 120652 PANEL NUMBER 0093 SU ELEVATIONS(WHEN SHOWN) REFER TO N.G.V.D., 1929 DATUM, COUNTY BENCHMARK USED 8400 ELEVATION- 8.27' FEET B.M. LOCATION 3250 S 0 - CLEM OUT STY - STORY SK I IR • RECORD • VENTURED RID. - RAOAL RES. - RESIDENCE ROHR OF BAY SEC. - SECTION SJA. - SET ION PPE ORIGINAL SURVEY DATE: F.B./PG. REVISED DESCRIPTION F.B. /PG. BY. MARK A. HIGGINS PROFESSIONAL SURVEYOR & MAPPER STATE OF FLORIDA REGISTRATION 15549 'NOT VAUD vomit THE SIGNATURE. GATE AND THE ORWIUI. RNSFD SEAL OF AFLOMOA LICENSED SURVEYOR AND MAPPER.' Full Rated Pipe Capacity in Gallons Pipe Size 1 -25' Pipe Size 26 -50' Pipe Size 51 -100° Cartridge Filters (smallest cartridge filter that can be used) D.E. Filter Sand Filter • Powerful, efficient, compact high head pump • Enlarged trap basket for increased debris holding capacity • Ergonomic Cam -Lock Lid with easy to read aligning indicators • Comes complete with 2" x 2W quick - connect unions • Ideal for in -floor cleaning, spa -jet boosters and solar systems FLOPRQT "' SERIES PUMP Gallons Per. Minute Turnover Rate Model HP Model HP 115V 208V- 230V 460V 20 40 60 80 100 120 140 160 180 200 220 240 260 FEET OFHEAD I I 1 1 TDH hr 8 hr Suc. Disc. Suc. Disc. Suc Disc. CV /CL CS DEV SFTM PHPF .50 PHPF .75 PHPF 1.0 PHPF 1.5 PHPF 2.0 -5 2 PHPM .75 PHPM 1.0 PHPM 1.5 PHPM 2.0 PHPM 2.5 .75 10.8 14.2 16.0 22.4 5.4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 11 1 1 1 1 11 1 1 11 1 1 2 -Speed Pumps - High Speed 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 PHPF 1.0-2 PHPF 1.5-2 PHPF 2.0-2 1 1.5 2 PHPM 1.5 -2 PHPM 2.0.2 PHPM 2.5 -2 1.5 2 2.5 7.2 10.0 11.0 2 -Speed Pumps - Low Speed PHPF 1.0 -2 PHPF 1.5 -2 PHPF 2.0 -2 Model .16 .25 .33 PHPF 1.5 -2 PHPF 2.0-2 PHPF 2.5 -2 HP Model .16 .25 .33 HP 115V 3.0 3.5 4.0 208V- 230V 460V 1 1 1 1 1 1 1! 1 1 1 1 1 1 1 1 1 1 1 1 20 40 80 100 120 140 160 • Medium -head, high -flow pump in an ultra compact body. Excellent choice for small equipment areas. • Adjustable base allows for easy direct replacement of Hayward® Super Pump® or Pentair® WhisperFlo® and SuperFlo® pump. • Ergonomic Cam -Lock lid with easy alignment indicators. • Equipped with 2" unions. FHPM.75 FHPM1.0 FHPM1.5 .75 1 Up Rated 10.8 5.4 14.2 7.1 1.5 FHPM2.0 FHPM2.5 2.5 16 22.4 8 11.2 11.5 2 -Speed Pumps - High Speed FHPM1.0 -2 1 7.1 FHPM1.5 -2 FHPM2.0 -2 1.5 2 8 11.2 2 -Speed Pumps - Low Speed FHPM 1.0 -2 .16 2.3 FHPM1.5 -2 25 3 FHPM2.0 -2 .33 3.5 WATER FEATURE PUMP FEET OF 50' `Q s9' y Q0, 60 50' 40' 60 50' 40' 60' D I 180 200 220 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 240 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 55' 15,000 20,000 t5" 1.5" 1.5" 1.5" 2" 2" 340 100 48 30" 60' 18,000 24,000 2" 2" 2" 2" 2" 2" 340 100 48 30" 28,800 38,400 2" 2" 2" 2" 2.5" 2.5" 340 100 48 30" 39,600 52,800 2" 2" 2.5" 2.5" 3" 3" 340 150 60 N/A N/A 45,000 60,000 2.5" 2.5" 2.5" 2.5" 3" 3" 460 150 60 N/A N/A 28,800 39,600 45,000 60,000 38,400 52,800 2" 2" 2" 2" 2" 2.5" 2" 2.5" 2.5" 3" 2.5" 340 100 3" 340 150 48 25" 60 N/A 30" 2.5" 2.5" 2.5" 2.5" 3" 3" 460 150 60 N/A N/A N/A 260 TDH 40' 6 hr Always size pump at High Speed 8 hr Suc. Disc. Suc. Disc. Suc. Disc. CV /CL CS 16,200 21,600 1.5" 1.5" 1 1.5" 2" 2" 340 100 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 I I I I I I I I I 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 4Q' • . • 60' 50' 40' • 60' 50' 40' 18,000 24,000 2" 2" 2" 2" 2.5" 2.5" 340 100 1 1 1 I 1 1 1 I 1. 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 1 1 i• 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 50' 27,360 36,480 2" 2" 2.5" 2.5" 2.5" 2.5" 340 100 34,560 46,080 2.5" 2.5" 2.5" 2.5" 2.5" 2.5" 340 100 46,080 61,440 3" 3" 3" 3" 4" 4" 150 28,800 38,400 2" 2" 2" 2.5" 2.5" 340 100 Model GPM 115V 230V 1 1 FEET OF HEAD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 39,600 52,800 2" 2" 2.5" 2.5" 3" 3" 340 150 WFTR80 80 10.8 5.4 WFTR120 120 16 8 WFTR160 160 11.5 • 50' 40' • 60' 50' 40' 4 60' 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 ? 0 200 220 2f0 200 1 1 1 45,000 60,000 2.5" 2.5" 2.5" 2.5" 460 150 DEV SFTM JS-SM 48 22"/25" 30" 48 N/A 30" 60 N/A N/A 60 N/A 30" Always size pump at High Speed 1 11 1 1 1 1 1 I 1-1 1 1 1 ' ' TDH 6 hr 8 hr 1 1 1 1 1 1 I 1 1 11 1 1 1 1 1 1 1 1 • 1 1 1 1 1 • 1 11 1 1 1 1 1 40' 1 1 1 1 1 • 50' 40' Suc. 2" 3" 3" Disc. Suc Disc. Suc. Disc. 2" 2" 2" 2.5" 2.5" CV /CL 340 CS 100 2.5" 3" 2.5" 3" 3" 400 150 3" 3" 4" 3" N/A N/A DEV SFTM JS-SM 48 25" 30" 60 N/A N/A N/A N/A N/A • High -flow, medium -head pump. • Designed to conserve energy and lower operating costs. • Ergonomic cam -lock lid with easy to read alignment indicators. • Equipped with 21/2" x 3" quick - connect unions WATERFALL PUMP Model GPM 115V 230V 20 40 60 80 100 120 140 160 180 200 220 240 260 FEET OF HEAD 1 1 1 1 1 1 TDH 6 hr 8 hr Suc. Disc. Suc. Disc. Suc. Disc. CV /CL CS DEV SFTM JS-SM SWF1125 125 9.6 4.8 SWF185 185 12 6 A • • 20' 15' 10' 25' 20' • Specifically designed for high flow, low pressure applications and other special water features. • Designed to be 60% quieter and uses less energy than standard pool pumps. • Ergonomic cam -lock lid with easy to read alignment indicators. • Equipped with 21/2" x 3" quick - connect unions 15' 10' 15' 2.5" 2.5" 2.5" 2.5" 3" 2.5" N/A N/A N/A N/A N/A 3" 3" 3" 3" 3" N/A N/A N/A N/A Recommended velocity for sch 40 pvc rigid pipe: - 8 ft. sec suction - -10 ft. sec discharge U.S k DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name PATRICK M HUBER & W XIMENA GONI HUBER Policy Number A2. Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1150 N.E. 100 ST. Company NAIC Number City MIAMI SHORES State FI ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) REVISED PLAT OF THE REVISED PLAT OF MIAMI SHORES SECTION 8, PLAT BOOK 43, PAGE 67, LOT 6, BLOCK 178 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25.8675 °N Long. 80.1749°W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade Nth c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes ® No Residential Horizontal Datum: ❑ NAD 1927 _! NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 480 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ►_ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI DADE COUNTY B3. State Florida B4. Map/Panel Number 12025C/0093 B5. Suffix J B6. FIRM Index Date 07/17/95 B7. FIRM Panel Effective/Revised Date 03/02/1994 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 8 BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI1. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date t/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A1-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. Use the same datum as the BFE. Benchmark Utilized MIAMI DADE B.M. #B 0 Vertical Datum EI. =8.27 Conversion/Comments j� a) b) c) d) e) 0 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.0 N/A. N/A. 7.63 7.61 Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 7.52 8.� Check the measurement used. feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) 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. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ■■ Yes ❑ No Certifier's Name Mark A. Higgins License Number Florida #5549 Title P.S.M. Company Name All Florida Surveying and Mapping Address 1236 Hammondville Rd. Signature i See reverse side for continuation. City Pompano Beach State FI ZIP Code 33069 Date 03/29/2012 Telephone 954-788 -8998 FEMA Form 81 -31, Mar 09 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 3100 NE 21st STREET City FORT LAUDERDALEState Fl ZIP Code 33305 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Item C2 e is an NC slab. f&4J. M rk 1�Cin a s 9 Date 03/29/2012 Check here if attachments SECTION E - BUILDING E ' EVATION 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 E1 -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, crawispace, 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 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the IiAG. 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 wrath 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's or Owner's Authorized Representative's Name Address City State ZIP Code Sign ature Date Telephone Comments ❑ Check here If attachments 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 and G9. 01. ❑ 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-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued GT. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. ?e NitAA For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1150 NE 100 ST Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two 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." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. FRONT VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1150 NE 100 ST Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number 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." REAR VIEW 1/4" X 3" LONG TAPCON / UNIT SUPPORT DETAIL & WASHER 0 Eft ANGLE • 1 PER LEG (lYP •0F 4) CALLS BASED ON 0 -15' MEAN HEIGHT ABOVE GRADE EXPOSURE C. K = 1.03, l = 1.00, C = 1.3 WIND LOAD CALCS. (RATIONAL ANALYSIS • PER ASCE 7 -05) q F = 0.00256 (1.0) (1.05 X 140)2 = 55.32 LB TOTAL W.L. = 2.67 X 3.25 X 55.3 X 1.5 X 1.3 = 936 LB OVERTURN. MOMENT = 936 X 39 / 2 = 18,254 III( -LB RESIST. MOM. (UNIT WEIGHT) = 215 X 32/2 = 3,4-40 IN -LB RESIST. MOM. (1/4" TAPCONS) = 425 X 2 it 32 = 27,200 IN -LB TOTAL RESIST. MOM. = 30.640 IN-LB > 18,254 IN -LB • , ADEQUATE • POOL HEATER MODELS. 051000, GS 1500, : 1E113, . iv •°-LE 130, GB 1000, HE65, HE90, HE110, HE125, HE150. 1115, 1E65, LE90, LE110, LE125, LE150, LE5 1 "X5" (12GA) ANCHOR BRACKET (4 REQUIRED PER UNITY 1/4" X 3" LONG TAPCON & WASHER 0 EA. ANGLE 1 PER LEG (TYP OF 4) 32° PLAN POOL HEATER MODELS: GS1000, GS1500, LE113, 1E130, 081000, HESS, 1-1E90, HE110, HE125, )1E150. 1-05, LE85, LE90, LEI10, LE125, LE150, LES 4" CONC. SLAB MIN. i /z/ /o Engineering Business CA t0 0 0 m 0 1,/ V w t3 w Z . z CC 0 I w TT(7 JO /•c 1- u G.. t u 0 0 0 u u 1 I 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 1150 NE 100 Street Miami Shores, FL 33138- 1132050190420 Block: Lot: PATRICK & XIMENA HUBER Owner Information Address Phone CeII PATRICK & XIMENA HUBER 1150 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) VAN KIRK & SONS INC Phone CeII Phone 3141- Ste! 1-3 (954)7.5- 4402 (786)326 -2747 ir „m on Valuation: Total Sq Feet: $ 28,500.00 422 Approved: Yes Comments: Date Approved:: Yes Date Denied: Type of Work: Swimming Pool Additional Info: Classification: Residential Occupancy: Private Bond Retum : Scanning: 6 Fees Due Bond Type - Owners Bond CCF CO /CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $17.40 $150.00 $12.83 $12.83 $5.80 $855.00 $60.00 $18.00 $23.20 $1,655.06 Pay Date Pay Type Invoice # BPP -5-11 -40905 09/16/2011 Check #: 36382 05/11/2011 Check #: 36055 Bond #: 2069 Amt Paid Amt Due $ 1,605.06 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Fence Final Pool Deck Wall Steel In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 16, 2011 Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 16, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ?ate' Phone #: Address: 1 L e- - U Do S� City: vie .EN a State: Zip: 1 s T Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: L l Scz, City: Miami Shores County: Miami Dade Zip: 3'3 4 3$ Folio/Parcel #: !IA 3 01 4? ° 0 41- Is the Building Historically Designated: Yes NO Flood Zone: LOO S. ( CONTRACTOR: Company Name: Vi 1 . �° S -� _ , e , Phone #: q ° 1 S 6 ° .4 v Address: ate s -k 4 s,64' )jC City: o a4 State: -CL-,. • Zip: '''(4- 2. Qualifier Name: a P V _ p, 1.e..., Phone#: 9 S q-7SS -LG i-aa , State Certification or Registra tgnu#: C., 0.-e 5 9 SA. Certificate of Competency #: Contact Phone#: i a„ , 1 °4-1 2_,E nail Address: DESIGNER: Asehitect/Engineer: - - • �� p ts Phone# R409 ° 5 Y Value of Work for this Permit: $ .I`e efMeo s Cu Square/Linear Footage of Work:. *Se Type of Work: DAddition DAlteration New ORepair/Replaae ODemolition Description of Work: ?otot-- `. 'a=3 )k t zi'0,--' (0, e:PO 4 P 0.-11 b e, ®,=,--°[ ***** ********** * * * ** x ****** **+x+x****** **F ****** **+z*********** ** * *** ****+r********** * ** �c QJ Submittal Fee $ Permit Fee $ �3 3°-S CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Cog. v. � TOTAL FEE NOW DUE $ )) (.0(35 '00 Bonding Company's Name (if applicable) ° / i Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) a Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. A/ Signature / �� p Signature i// �' YK"`""'�"� ((for Agent The foregoing instrument was ac owledged befor me thi day of 2)2.-- , 20 l ' • by IA-e1/1/A-/ t who is persl own to me or who has produced A Lion and who did take an oath. The fy day of Contrac e:oing instrument was ackn ,201/ ,by edged bef, NO Sign Print: h s personal known to e or who has produced as identification and who did take an oath. NOTI ' PUBLIC: 6111L I;a� ommission Expires: Sign: Patricia L Cabban PrT Commission # DD845967 My Commission Expires '%,,;,,,S' Expires: FEB. 02, 2013 BONDED TDRIl ATLANTIC BONDING Ca, INC. * ************* ** ********* ** + k*+ k***# *+ k+ ksk*sk*+ k******+ k**#+k*********** **** **+k** ** it:2; APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009 )(Revi sed 3/15/09) Plans Examiner Structural Review * * ** * * ** ****r********** Zoning Clerk L 115 S. Andrews Ave.,'Rm. A-1- -00, Ft. Lauderdale, FL 33301 -1895 — 954 -831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Business Name: VAN KIRK & SONS INC Owner Name: ROBERT P VAN KIRK JR Business Location: 3144 SW 13 DR DEERFIELD BEACH Business Phone: 954 -755 -4402 Rooms Seats Employees 2:0 Receipt #188-985 : Business Type :POOL /MARINE CONTRACTOR CONTRACTOR) Business Opened:o9 /01/2004 State /County /Cert/Reg:CPC 045956 Exemption Code :NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years . Collection Cost Total Paid 54.00 0.00 0..00 0.00 0.00 0.00 54.00 THIS RECEIPT MUST-BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name. has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Matting Address: ROBERT P VAN KIRK JR 3144 SW 13 DR DEERFIELD BCH, FL 33442 Receipt #04A- 09- 00014381 Paid 08/27/2010 54.00 OL ACO, ,CERTIFICATE OF LIABILITY INSURANCE PRbDUCER (05)822 -7800 FAX (305)558 -4294 Collinsworth, Alter, Fowler & French LLC P. 0. Box 9315 Miami Lakes, FL 33014 -9315 DATE (MM/DD/YYYY) 06/24/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED VAN KIRK & SONS INC 3144 S W 13th Drive Deerfield Beach, FL 33442 INSURER A: Amerisure Insurance Co 19488 INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR IN L TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD EFFECTIVE PDATE GIM/DONYI LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GL2021554060010 CG7048 03/04 CG7049 09/05 07/01/2010 07/01/2011 EACH OCCURRENCE $ 1, 000,000 X DAMAGE TO RENTED PRFMICFS (FR nr n nwnr.R) $ 300,000 CLAIMS MADE X OCCUR MED EXP (My one person) $ 10,000 X Blanket Add"! Insd PERSONAL & ADV INJURY $ 1,000,000 X Blanket Waiver GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICYITO Fla 17 LOC PRODUCTS - COMP/OP AGG $ 2,000,000 7 A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Phys Damage Ded CA20215520501 AUTO BROAD FORM ENDT 07/01/2010 07/01/2011 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) X BODILY INJURY (Per accident) X X PROPERTY DAMAGE (Per accident) X $1,000 Comp /Coll GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ 1] AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY CU202155606 IS EXCESS OVER GL /AUTO/WC FOLLOW FORM APPLIES 07/01/2010 07/01/2011 EACH OCCURRENCE $ 3,000,000 TI OCCUR ❑ cumms MADIIMBRELLA AGGREGATE $ $ DEDUCTIBLE $ • 1 RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED Unitdescribe under SPECIAL PROVISIONS below WC20215570002 07/01/2010 07/01/2011 X l TORY LIMITS I Ica E.L EACH ACCIDENT $ S00,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 A I�IVD MARINE CPP2021553050010 07/01/2010 07/01/2011 LEASED /RENTED EQUIPMENT $50,000 ANY ONE ITEM $1,000 DEDUCTIBLE DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ' City of Miami Shores Building Dept 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE i4 f -- '% Richard French /SANDYS ' ACORD 25 (2001/08) ©ACORD CORPORATION 1988 PERMIT #: Miami Shores Viiiage Building Department RECEIPT (17 DATE: Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 C-cLext 1 #5o From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departme ermitting process. Acknowledged by: PERMIT CLERK INITIAL: 056--- RESUBMITTED DATE: PERMIT CLERK INITIAL: 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 is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Address: Nk CAD—hrICS-€ Whereas, the undersigned owner(s) 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, Vwe, as owner(s) hold Miami Shores Village harmless for ; = +'y 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 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 Snores Village, or its successors, ' - « •rdance of said Village then in effect. 001 IGN & PRINT •! ''R i :r7 PRINT I Hereby Certify that on this day personally appeared before me mew C PA/ and has produced as identification and he/she acknow ge that he /she executed the foregoing, freely and voluntanty, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this 9 day of , (Revised 05/2209 20 1/ ®�ivu _ emir:.'..^ — - • . • 144 , k '" ' 44 ; RIDA r. = '- > - _ Commission # D D873761 �'...,..••'� Expires: JUNE 07, 2013 BONDED THRU ATLANTIC BONDING CO., INC. 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 9f the property described as I 1 Qi� o , located at A is Ne� 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. 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 a new swimming pool, spa or hot tub will be constructed or installed at I 1 S.PQ 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 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). A combination of non - dwelling walls and fences (screen enclosure, child fence, masonry fence walls, ch in link or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type and locatio f all non dwelling walls. Florida Building Code, R4101.17.1 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). 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 ownerlagent : nd the pfi c tractor. fn' cw Lc/ CONTRACTOR'S SIG TURE ' < D DATE ■ 11 L %i re RY Tc u U'T' • ofF D .••'' " . Patricia L. Cobban ''` sCommission #DD845967 Expires: FEB. 02, 2013 1SONDED man manic BONDING CO.,TNC Permit No: 11 -847 Job Name: May 8, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Plans must be approved by HRS for the septic system. 2) Corrections for plumbing must be completed. 3) The heat pump mounting detail is designed to the wrong wind speed. Miami Dade is 146 MPH. Detail must be signed and sealed. 4) Provide a "Swimming Pool Owners Certification forma' and a "Restrictive Covenant Protective Pool enclosure form ". These are available at www.MiamiShoresVillage.com under the Building department form. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department n 10050 N.E.2nd Avenue Miami Shores, F16rida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /?/ // fq - 'b Job Name PLUMBING CRITIQUE SHEET - euee -G4, fir' n-yPti 4- 9 tat Air DB :611-7658 LOCATION' ` SKET M. .39 ":Sr LEGAL DESCRIPTION:Lot 6,Block 178,«EVIS't D PLAT OF TOE REVISED PLAT OF MIAMI SHORES SECTION 8, according to the Plat thereof as recorded in Plat Book 43,Page 67 of the Public Records of !liami Dade County,Florida.- GENERAL NOTES 1) SHIP IS SUBJECT TO OPINION OF TITLE 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO . N/A DAUIMR. 4) LOCATION AND IDENTIFICATION OF UTIUTTES ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED 5) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE AE 6) NO UNDERGROUND. LOCATIONS WERE DONE BY THIS CQMPANY. :Entrap To:Louis L. LaFontisee,Jr-. ,Ximena Goal Huber and DATE: 'atria M. Huber,husband and wife,Fidelity National Title Insurance September 08,2008 %ompanY,P.F.G. Loans,Inc.,ISAOA APPLICABLE ZONING, UNDERGROUND, ZONING AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, . ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS co THIS PROPERTY. SURVEYING, INC L.B. NO. 3333 6187 NW 1671" STREET H5 MIAMI, FLORIDA 33015 3051512 -4940 I HEREBY CERTIFY: That the attached Plan of Sunray of the above described property is true and correct to tha best of my knowledge, information and belie% as recently surveyed and platted under my direction, also that there are not above - ground encroachments other than those shown. This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 61017 -6, Florida Adndnisbaiive Code, Section 412 -021, Florida Statues. THIS IS A BOUNDARY SURVEY • D. Alonso Anal Land Surveyor Certificate No. 3590 State of Flom NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL PLAN OF SURVEY 0 "75.00' SCALE 1" = 20' c.Uaig L.Iau vEs"5 €ea c►an% 1 10 ASP1.IA t4TO AL -ro V'J0 f/" r 1Pt Pe C Co ) FouLo i/2" t'�'' ► oe C Leo CA 12.75 5'H. 4.14. urio 3' pAverz.,gy WALKw 1 .� n- r r r n II � 1 1 1 1!s'x43 � 3 11 � � xtsU' 00 f' � 1 1 °iv" p I.D 11 1 1 1 1 1 11 1 1 1 1 1 ILL LU 1 Ulm goo tint., 9sIxic i71ok Q CT.s� A i611).. - 5`11. G.L.1 r1CI `J iets- CvnrE.wl sac, C100011 et N (O.6 "cot., oc " PC 6,10 I Cr OWE w/ 56 _ tratcH Oar 0 Ekthik►G 641 wAU �ouuo' /z Ager I Fe. t_1° P ZISftL�trT✓� ft_ -±a 1' p...ARC DISTANCE AIC...WR CONDMONING GES. CONCRETE BI.a I GORE o.U.L..OVERHEAD UTILITY LINE CL-CLEAR CIL...CENTER LIM RAD...RADIAL EitIC...ENOROACHMENT BIW...RIGHT t�F WAY... ..FbuUND IRON PIPE O.H...OVER HEAD W.M.-WATER MEI ER C.H....CHORD DISTANCE PIL...PROPERTY LINE CONC..;CONCRETE F.H. ARE HYDRANT UP-UTILITY POLE R..,RADIUS U.E»UTILRY EASE/LENT 6...CENTRAL ANGLE R...RADIUS PL.-.PLANTER T.-TANGENT 6.8..-.CATCH BASIN MH.....MANHOLE CLF ..CHAIN LINK FENCE W.F.._.1NOOD FENCE Permit # Folio # 1 �— 3� os dtq _ o,� �I 111111 11111 13 111I1 1111 1 11111 11.111 MI 1111 C FN 2101.1R02893-63 NOTICE OF COMMENCEMENT EIR Bk 276 5..Ps 189; (lpg) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal Description of Property: Street Address if available: 2. General Description of Improvement Iii nrx 3.a. Owner name and address: • , / (� b. Interest in property: WIC. RECORDED 05/04/2011 09 :06 :46 HARVEY RUVINr CLERK OF COURT MIr 11I -DACE COUNTY r FLORIDA LAST PAGE Lot 49 Block 17 S Unit # Bldg # ID Lengthy legal attached Subdivision /Condominium: Y`RlA -re* t 1 I rs ta1 t (De, S"Z• c. Name/mailing address of fee simple title holder (if other than Owner): 4. a. Contractor name and address: b. Contractor's phone number 5. a. Surety name and address: b. Surety's phone number. c. Amount of bond: 6. a. Lender name and address: b. Lender's phone number: V Ire ems. J Sal a-A. —=...1 c. 1 '3 t' '- :,e.� t $t. l ac 14.t s - `i- A 2., 7. a. Persons within the State of Florida designated by Owner upon whom Notices or other documents may be served as provided by Section 713.13(1)(A)7., Florida Statutes: Name: Address: b. Phone Number. 8. a. In addition to himself or herself, the Owner designates to receive a copy of the Lienor's Notice per section 713.13(1)(B), Florida Statutes: b. Phone number of person or entity designated by owner 9. Expiration date of notice of commencement (the capitation data is 1 year from date of recording unless a different date is specified). !WARNING OT OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF! !COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13j FLORIDA STATUTES, AND CAN RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE! OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF Y U' !INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR ;RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or .��r 'uthorized Officer/Director/Partner/ Manager By By Print Name e�i tle JP t AO1Ji 1 ✓E� Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF BROWARD `� The forgoing instrument was acknowledged before me this 2 v day of by XI mt��r (, -,.l�/ f-oaER_ 0 Ind' ally, or ❑ as •r rsonally known or 0 produced the following type of identifi r I ,;tom Signature of Notary Pu Printed na (S VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are t rue, to the best of my knowledge and belief. Signature(s) of Owner(s) o�4i ' Authorized Officer/Director/Partner/ Manager who signed above: By •I/ (41# By !6NNA Su-46 PERMIT # ef? 11 - 641 CONTRACTOR: \J .. sooS SUBMITTAL DATE: 1� j i 1 Q 1) ADDRESS: 1 I ke NAME: T RESUBMITAL DATES: PROJECT TYPE: M.) s°77 4, (7-4 ZONING FIRE 71141, ch S /0 tit STRUCTURAL IMPACT FEES ELECTRICAL i V>''/ HRS/DERM PLUMBING a S -Cc -ll NOC MECHANICAL IBLDGj t