The URL can be used to link to this page

798 NE 98 St (7)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ` qq ,/ 3�t'6 �'V & 7a 7 / Date ( 0/9/1`'3 Job Address 7/ C/ �e e V'? S 7 Tax Folio Legal Description HA 27.6 57;1? Owner's Address 7 c % ' S 1�,,, Phone Contracting Co. C S %C /�G1 ?/ ,rij nrp Address Qualifier 6 rC f oth �,4 S e / /ov SS# - , Phone n State #C -O /Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL MECHANICAL ROOFING PAVING FENCE SIGN )? os ? / ,�/ Owner / Lessee / Tenant WORK DESCRIPTION Square Ft. Estimated Cost(value) 7_5t WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are requir:• for E 'CTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER' ' IT' I ertify hat all the foregoing information is accurate and that all work will be .one 'n c•;pli n• with a applicable laws regulating construction and zoning. Furthermore, I ntractor to do the work stated. S�o owner and /or Condo President Notary as to' My Commis /1 r ancti C n4BAEresident es(:AREN PARLIMENT 4AY ZciThThission,xpires x `25, ** * FEE a P;ERMiT lypo of I. U. APPROVED: Zo Mechanical Master Permit 07 8' 3 c) _s /15 4,,z_ .A Signature o Date: i.° �0 )- tOK s 1�P R n i Owner - Buil { der , ' s�bT►C $copjsSi� • txpir @S: v i fi3 Feb 25 1 •� Op FLO:, , -` J of Nt43' TOTAL DUE [ 1 * C.C.F. Fire Other Building Electrical 1 Plumbing .a, IL/� Engineering ntractor or Owner- Builder m.: , G!. ,,,: ;r ":R P cn idc:a1ffiraiihn ** ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN MPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY ,Z 4 OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER r j, MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET / MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY T0: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMfING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING . ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Legal Description/ J' Job Address -7-y e 7115' L Owner / Lessee / Tenant •/i_y7 `44/,L 7AeN Owner's Address 7 /V4F 4:„ Tax Folio t/ 5 / /7 (vie Master Permit #,A945y Phone 2 9 7'3 Contracting Co. A 2 4 - /�� Address Qualifier State # � / "Mun icipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION cd 7 / / 2 r o 0 /AGE% /i oft Square Ft. Estimated Cost(value) /�° o — WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Date: Zoning Building Mechanical Plumbin:li SS # — Phone • o`'F.. P‘ c;PH CHURCH Signatu o C h at +fi ?rist COoatme nr kid x1996 • ��/ 9� •,� c ps^ No. CC191� Date: 41 ✓iii.' �i /! i., tame of �]otar Public Notary as to Owner and /or Condo President f• to , as to Conttr�I�1�r< m0 Bu � My Commission Expires: y Commissi EJ@igir tuber pf l' P`tced: DID take an oath, or ** * * * * * * * * * * * 1D NO take an * oath. * ** FEES: PERMIT 6 RADON C.C.F. NOTARY , r0U TOTAL DUE A4 APPROVED: Fire Other Electrical ngineering ITEM BATH TUB UNIT , FEE / ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY / / OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS /ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET / / MOTORS OVER 100 If VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY T0: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL Date rj 3 Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL_OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as E4e4 70 � ezr^ ; :cited at 7 9g - /iE f f s /W/,0,4 / • gier-4,e5 . In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I uhderstand and agree that the swimming pool to be constructed at thb above address cannot be used or filled with water until separate per$nit has been obtained for an approved safety barhier; and such barrier erected, inspected and approved. I uirther Understand that this certification, however, does not elilriinate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Own Note: This certification is to be submitted with a swimming pool permit application in duplicate. ,PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ) / � - / 6 3 Job Address /7 3 /{ 9 S T . Tax Folio I ' O O J , A M D Legal Description W l ic . /9M, c,3- /y,e_.49FA.)S ES Lessee / Tenant 57'/3-0 )/t(J f /f /7a.) Master Permit # Owner's Address 7 9 �� 9a 5/ • ) f - 5#46e> Phone - 25 - 6 "��1� '3 Contracting Co.0--#19"(1 U, Address L/U /Aes/ 7 4e Qualifier(eo iO U/f/t,S SS# Phone 1 ' �c G State AT 6 unicipal # Competency # Wa17 ), Ins.Co. Architect /Engineer AtiO/ t< - (P( 40 0 Address 93 / NA0 OW / GWAJ pe6 Bonding Company A- // Address Mortgagor /� v J Address Permit Type(circle one): ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION fc9OL / 509- ) 4 -- 1) / 5 C".c&/5P )0_770) Square Ft. 39(0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I auth• ze the above -named contractor to do the work stated. 1 0'1 t: A •l•r n•n MY COMMISSION # 190231 ES : , 1 '_ a ure Date: ** * * FEES: PERMIT APPROVED: 1g * ident RADON Estimated Cost(value) 9.5. Od a y to Owner a - or Condo President ' otar = ' 6 ' - - Builder My Commission Expi - es: My Commissio * * * * * * * * * * * ** C.C.F. 44 ' NOTARY TOTAL DUE f1 ' Fire Zoning Buildin Other Electrical Mechanical Plumbing Engineering �.I Permit No. __ 0 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address____ E .l_' Registered Architect and /or Eng' eer_- ____ -- ----------------__--- Employing Plumber's Name No ._`� � �__ �� Street �— Location and Legal Descripti -- ------- --------- �--- _-- -_-_ —_ Street and Number where work is to be performed— No._ —__1 _�_GV C 1 ° ' Street State work to be performed and purpose of building (By Floors) New Builhrg Remodeling_ Size Septic Tank--- ___ - -- es;:' Cr --- - - -- -- Feet of Drain Tile__ j `P Nature of Water Supp City, Well Amount of Permit $ NOTE: materials a STATE OF FLORIDA, I COUNTY OF DADE. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Type of Tank___ Capacity Gals _ Dist. Feet of Tank or Drain Field from Well No.- Block_ Date / Street Subdivision Addition____ Repairs No. of Stories Size of Soakage Pit ( Signed) Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and Ilas com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Master Plumber. Before me, the undersigned authority, a potary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida e- inspection fee of $1.00 will be made when such re- inspection is made•necessary by improper notice for inspection, or faulty or workmanship. CLOSETS BATH TUBS SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY TUBS I NALS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS tnJY f / ,� L TOTAL FIXTURES CONTR. LIST c� vC / / / 6^L- / / / CHECK — i SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP scroar HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL CONTR. LIST CN[OK / /, ! ■ - - - -- �.I Permit No. __ 0 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address____ E .l_' Registered Architect and /or Eng' eer_- ____ -- ----------------__--- Employing Plumber's Name No ._`� � �__ �� Street �— Location and Legal Descripti -- ------- --------- �--- _-- -_-_ —_ Street and Number where work is to be performed— No._ —__1 _�_GV C 1 ° ' Street State work to be performed and purpose of building (By Floors) New Builhrg Remodeling_ Size Septic Tank--- ___ - -- es;:' Cr --- - - -- -- Feet of Drain Tile__ j `P Nature of Water Supp City, Well Amount of Permit $ NOTE: materials a STATE OF FLORIDA, I COUNTY OF DADE. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Type of Tank___ Capacity Gals _ Dist. Feet of Tank or Drain Field from Well No.- Block_ Date / Street Subdivision Addition____ Repairs No. of Stories Size of Soakage Pit ( Signed) Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and Ilas com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Master Plumber. Before me, the undersigned authority, a potary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida e- inspection fee of $1.00 will be made when such re- inspection is made•necessary by improper notice for inspection, or faulty or workmanship. 7 CLOSETS BATH TUBS S '''''' LAVA- TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT' NS TOTAL FIXTURES CONTR. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR H EATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL CONTR. LIST - CHECK �? Permit No 6 ,1 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the P.Ailding Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified n- nnt. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address /./1.-3 ' use Employing Plumber's Name � f,! ,„ Location and Legal Description Lot__ Amount of Permit $ MIAMI SHORES VIL A.GE PLUMBING INSPECTION DEPARTMEi' APPLICATION FOR PLUMBING ' ,i,: Block No._._..__ -- 7 ✓ g e ' Street_ �u Registered Architect and /or Engineer '!A 2 � - z- - `3-'" ..h:f 4�' __ �........... .__._. �- -- -- No. ` .'I W. iiii4="� � Subdivision Street and Number where work is to be performed— No.______ _ _ __ � r 94° Street State work to be performed and purpose of building (By Floors) 4.��^ /0---.-/ti.//s New Building Remodeling_____ Addition._._ Repairs No. of Stories ....... ................ Date 1 -1 3 -4 -Ca Sirs Septic Tank Type of Tank Capacity Cals Feet of Drain Tile_ __Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well R-" C " Size of Soakage Pit Z oo- Pl —_ p_e__5 -- -° . T`._1l----‘_ — / (Signed)_ Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed)._ Master Plumber. STATE OF FLORIDA, 1 COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by Ilia, stated are true. — My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $L00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Abkar Engineering Inc. Abdel Karim - Conrado, P.E.,Ph.D. 836 W. Indiantown Rd. Suite A Jupiter, Florida 33458 Subject: Hydrostatic Uplift Name: Stacy and Kath Kaufman Address: By: A. K. Flotation Analysis - 5 Foot Depth Water Level Elevation Pool Depth Elevation At Drain Flood Criteria Depth of Flood Level Above Drain Hydro -Valve Utilized Hydrostatic Uplift 2.5' Therefore, minimum floor thickness is 6" in the deep end and 6" in the shallow end. 8.0'MSL 6.0' 2.0'MSL 7.5'MSL 4.5' 2.0' 798 NE 98 St, Miami Metro Dade Building Division 111 NW 1st St. Suite 1010 Miami, F1 33128 Re: Soil Statement Customer: Address: Dear Sir /Madam, Abkar Engineering Inc., has reviewed the soils in the area the proposed pool construction and offer the following observations: - Our site inspection indicates silty sandy soil with rock particles which are capable of supporting the pool structure. If any other conditions are found the contractor must notity the engineer. - Conventional pool construction methods may be utilized for this site. - If an underlain strata of muck is encountered, Challenger Pools, Inc. must contact a registered engineer and remove the muck layer through- out the construction limits and replace with gravel backfill. - The bearing capacity is 2,000 psf. I trust this letter report satisfies your current needs and the permit will be promptly released. Please call with any questions. Sincerely, Stacy and Kathy Kaufman 798 NE 98 St, Miami Shores MD( F RCN SPURNER GET OTHERS) PROVED 11 ▪ MIN. •..- 8' i s MAIN /DRAIN SWIMMING POOL - LONGITUDINAL SECTION NOTE PIPE FROM DRAINS AND SKIMMER TO PUMP TO BE 2' P.V.C. SCHEDULE 40. ALL OTHER RETURN LINES VILL BE 1 - 1/2' P.V.C. SCHEDULE 40. ALL PIPING P.V.C. SCHEDULE 40 WITH NO GREATER THAN 45 DEGRE BENDS ON SUCTION LI 4'-0' TYP —� .LACTIQI BCD( I F - 1 Fe 5 CCNT. (31 OTHERS) 6x6 -10x10 WF V / FQ 8BCFW PVC UIUR PER NEC 680 -23GO VATER J LINE RADIUS SPRING LINE NADI DRAW LINE 2 1 ROW 6' TILE 5 _. - 11 _ ) W .1 RDV 6' TILE Fa 3 CONTINUUM FEY M114. f12'UL. EA. VAY UL AP PROVED 12V 15 AI POOL LENT IN U.L. APPROVED HEAVY STATILESS STEEL FIRMING SHELL TRANSITION FROM 4' TO 6' THICK MARBLE PLASTER FINISH (MARC HYDROSTATIC VALVE 1 WELL POINT VFERE SPECIFIED 1 l l I 6' MIN. 1 2 - 3 - 4 - 5 - VA (OP 6 - PRE (OPTI PO POOL STRUCTURAL DETAILS FLOOR, WALL, & DECK SECTION MAXIMUM RISER 12' MINIMUM TREAD 10' L MAIN DRAIN RARER DRAIN LINE RETURN LINE LINE CLEANING LINE L) CLEANING LINE PIPING 3' ANTI - VORTEX WAIN GRAIN WITH TAMPER P 1XF GRATE 6' MIRK TRAVEL SLAP RAM NO. 3 BENT e 24' O.C. A - HAIR 6 STRAINER B - RECIR ING PUMP C - FILT D - IN- CHLORINATOR NAL) E - ER < OPTIONAL) .-4 E VALVE OR JANDY AY BE REPLACED BY ONE MULTI- VALVE) ■ 2 OR 3 VAY VALVE MAY ALSO BE USED CHECK VALVE 18' 75V LIGHT POOL DECK 011 ft • 504E3 ICI Fu 70 3E z4•a. ' =-x —► 1 - OV B BRIC TO SERVICE ? ^NEL JCT. BOX 3/4 C 3 -NO. 12 PST TOGGLE SWITCH ALTERNATE BEAM FINISH DETAILS MAX 20' OUTLET GF MIN 10' 0 TIMECLOCK 12V LIGHT TRANSFORMER 1' PVC V /18 C.V. BOND PER NEC 680 -23(B) NOTE ALL ELECTRICAL WORK SHALL CONFORM TO NE.C. ARTIr LE NO. 680. POOL ELECTRICAL DIAGRAM Fa 3 1t' O. EA VAY RETURN CIF SPECIFIED WHITE kEsolico r 0 ANTI- SPA JETS OP TIONAL CHECK VALVE (F1P RAISED SPA) POOL DRAIN SKINNER SPA DRAIN V.P. DISCONNECT 3/4' C 3 -NQ 12 PUMP VARIES -SEE SE ON NOTE JANDY VALVE ON RETURN LIFE TO BE LEFT PARTIALLY OPEN DURING FILTRATE . POOL RETURN �— JANDY VALVE (TYP.) OPTIONAL HAIR STANDARD JETS 1 GENERAL NOTES L ALL POOL CONSTRUCTION SHALL CONFORM TO CHAPTER 50 OF THE SOUTH FLORIDA BUILDING CODE. 2. POOL AND PATIO SHALL BEAR ON ROCK OR ON CLEAN SAND VHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. IF ANY OTHER CONDITION EXISTS CONTRACTOR MUST NOTIFY ENGINEER IMMEDIATELY. ALL UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. VHERE UNSUITABLE MATERIALS CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. SOIL BEARING CAPACITY ASSUMED TO BE 2000 PSF, 3 CONCRETE TO BE PNEUMATICALLY APPLIED IN POOL FLOOR. WALL, AND STEPS. THE CONCRETE SHALL DEVELOP A STRENGTH OF 3,000 PSI IN 28 DAYS. IN OPTIONAL POOL DECK, 2,500 PSL 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615, GRADE 60. REINFORCING SHALL BE NO. 3 BARS AT 12 INCH O.C. EACH VAY. BELOV 7 FEET, SPACING SHALL BE 6 INCHES O.C. EACH VAY. 5. ALL METALLIC POOL FITTINGS VITHIN 5 FT. OF THE INSIDE WALL AND THE DECK REINFORCING STEEL SHALL BE BONDED TO THE POOL REINFORCING STEEL WITH A NO. 8 AVG COPPER VIRE THE POOL REINFORCING STEEL SHALL BE BONDED TO THE POOL LIGHT NICHE WITH A NO. 8 AWG COPPER VIRE. TWO NO. 8 AVG COPPER GROUND WIRES SHALL BE RUN VITH THE N.E.C. AP ^ROVED CONDUIT, ONE INTERNALLY, FROM THE LIGHT NICHE TO FHE JUNCTION BOX. COMPLETION OF THE PGOL GROUNDING SYSTEM TO THE PANEL BOARD BY ELECTRICIAN. 6. ALL PIPING SHALL BE NS.F. APPROVED AND SHALL BE SCHEDULE 40 PVC, EXCEPT VHERE OTHERWISE NOTED. SHORT 90 BENDS ARE NOT PERMITTED IN SUCTION LINES. 7. PUMP AND FILTER MAY BE RELOCATED IN FIELD. 8. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF AU. UTILITIES IN RELATION TO THE POOL AND ITS EQUIPMENT AND SHALL INrURE MINIMUM CLEARANCE REQUIREMENTS IN ACCORDANCE WITH ALL LOCAL REGULATIONS. 9. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES FROM DAMAGE AND /OR FAILURE BY ACCEPTABLE METHODS, AS MAY BE REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPON- SIBILITY FOR THE SAFETY OR THE EXISTING STRUCTURES. 10. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR AND /OR OWNER SHALL. VERIFY THE POOL LAYOUT AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 11. WARNING DRAINING THE POOL FOR ANY REASON, WITHOUT RELEASING THE HYDROSTATIC UPLIFT PRESSURE, MAY RESULT IN SEXIOLS i.ar,Ai,E. T HE G..NLR IS ADVISED TO CONSUL i AN EXPERIENCED POOL CONTRACTOR PRIOR TO DRAINING POOL. ILTER PUFF LINT STRAINER 8' X 8' TILE 18' 18' HEATER IF SPECIFIED) N GATE VALVE OR JANDY (TYP.) IN -LINE CHLORINATOR (CP T I13NAL) BRICK COPING SPILL` L (VIDTN SEE PLAN) FM -. sumomme mumummi NO. 3812' O.GE.V VARIES RAISED SPA DETAIL THERAPY JETS. SEE PLAN Flit QUANTITY OR IN SPA PIPING DIAGRAMS AIR LRE V ATER LINE PUMP HAIR l LINT STRAINER THERAPY JETS 8' X 8' GLASS BLOCKS FEUNTED IN 2.t.CC PSI GROUT (IF SPECIFIEID BLOVER NEATER <IF SPECIFIED) N GATE VALVE QR JANDY (TYP.) IN € 04..CRINATOR (IFTIGNAL) TER 1 . 1 1 tfJb W. IN 11A1 1 UWN Kll JUL IL A JU - '1 I F K, 1 L 334 8 (407) 743 •95 49 i CHALLENGER POOLS 4500 N. UNIVERSITY DRIVE, LAUDERHILL, FL 33351 (305) 742 -2260 1 -800- 749 -3332 CT *35551 SHEET CIF MD( F RCN SPURNER GET OTHERS) PROVED 11 ▪ MIN. •..- 8' i s MAIN /DRAIN SWIMMING POOL - LONGITUDINAL SECTION NOTE PIPE FROM DRAINS AND SKIMMER TO PUMP TO BE 2' P.V.C. SCHEDULE 40. ALL OTHER RETURN LINES VILL BE 1 - 1/2' P.V.C. SCHEDULE 40. ALL PIPING P.V.C. SCHEDULE 40 WITH NO GREATER THAN 45 DEGRE BENDS ON SUCTION LI 4'-0' TYP —� .LACTIQI BCD( I F - 1 Fe 5 CCNT. (31 OTHERS) 6x6 -10x10 WF V / FQ 8BCFW PVC UIUR PER NEC 680 -23GO VATER J LINE RADIUS SPRING LINE NADI DRAW LINE 2 1 ROW 6' TILE 5 _. - 11 _ ) W .1 RDV 6' TILE Fa 3 CONTINUUM FEY M114. f12'UL. EA. VAY UL AP PROVED 12V 15 AI POOL LENT IN U.L. APPROVED HEAVY STATILESS STEEL FIRMING SHELL TRANSITION FROM 4' TO 6' THICK MARBLE PLASTER FINISH (MARC HYDROSTATIC VALVE 1 WELL POINT VFERE SPECIFIED 1 l l I 6' MIN. 1 2 - 3 - 4 - 5 - VA (OP 6 - PRE (OPTI PO POOL STRUCTURAL DETAILS FLOOR, WALL, & DECK SECTION MAXIMUM RISER 12' MINIMUM TREAD 10' L MAIN DRAIN RARER DRAIN LINE RETURN LINE LINE CLEANING LINE L) CLEANING LINE PIPING 3' ANTI - VORTEX WAIN GRAIN WITH TAMPER P 1XF GRATE 6' MIRK TRAVEL SLAP RAM NO. 3 BENT e 24' O.C. A - HAIR 6 STRAINER B - RECIR ING PUMP C - FILT D - IN- CHLORINATOR NAL) E - ER < OPTIONAL) .-4 E VALVE OR JANDY AY BE REPLACED BY ONE MULTI- VALVE) ■ 2 OR 3 VAY VALVE MAY ALSO BE USED CHECK VALVE 18' 75V LIGHT POOL DECK 011 ft • 504E3 ICI Fu 70 3E z4•a. ' =-x —► 1 - OV B BRIC TO SERVICE ? ^NEL JCT. BOX 3/4 C 3 -NO. 12 PST TOGGLE SWITCH ALTERNATE BEAM FINISH DETAILS MAX 20' OUTLET GF MIN 10' 0 TIMECLOCK 12V LIGHT TRANSFORMER 1' PVC V /18 C.V. BOND PER NEC 680 -23(B) NOTE ALL ELECTRICAL WORK SHALL CONFORM TO NE.C. ARTIr LE NO. 680. POOL ELECTRICAL DIAGRAM Fa 3 1t' O. EA VAY RETURN CIF SPECIFIED WHITE kEsolico r 0 ANTI- SPA JETS OP TIONAL CHECK VALVE (F1P RAISED SPA) POOL DRAIN SKINNER SPA DRAIN V.P. DISCONNECT 3/4' C 3 -NQ 12 PUMP VARIES -SEE SE ON NOTE JANDY VALVE ON RETURN LIFE TO BE LEFT PARTIALLY OPEN DURING FILTRATE . POOL RETURN �— JANDY VALVE (TYP.) OPTIONAL HAIR STANDARD JETS 1 GENERAL NOTES L ALL POOL CONSTRUCTION SHALL CONFORM TO CHAPTER 50 OF THE SOUTH FLORIDA BUILDING CODE. 2. POOL AND PATIO SHALL BEAR ON ROCK OR ON CLEAN SAND VHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. IF ANY OTHER CONDITION EXISTS CONTRACTOR MUST NOTIFY ENGINEER IMMEDIATELY. ALL UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. VHERE UNSUITABLE MATERIALS CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. SOIL BEARING CAPACITY ASSUMED TO BE 2000 PSF, 3 CONCRETE TO BE PNEUMATICALLY APPLIED IN POOL FLOOR. WALL, AND STEPS. THE CONCRETE SHALL DEVELOP A STRENGTH OF 3,000 PSI IN 28 DAYS. IN OPTIONAL POOL DECK, 2,500 PSL 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615, GRADE 60. REINFORCING SHALL BE NO. 3 BARS AT 12 INCH O.C. EACH VAY. BELOV 7 FEET, SPACING SHALL BE 6 INCHES O.C. EACH VAY. 5. ALL METALLIC POOL FITTINGS VITHIN 5 FT. OF THE INSIDE WALL AND THE DECK REINFORCING STEEL SHALL BE BONDED TO THE POOL REINFORCING STEEL WITH A NO. 8 AVG COPPER VIRE THE POOL REINFORCING STEEL SHALL BE BONDED TO THE POOL LIGHT NICHE WITH A NO. 8 AWG COPPER VIRE. TWO NO. 8 AVG COPPER GROUND WIRES SHALL BE RUN VITH THE N.E.C. AP ^ROVED CONDUIT, ONE INTERNALLY, FROM THE LIGHT NICHE TO FHE JUNCTION BOX. COMPLETION OF THE PGOL GROUNDING SYSTEM TO THE PANEL BOARD BY ELECTRICIAN. 6. ALL PIPING SHALL BE NS.F. APPROVED AND SHALL BE SCHEDULE 40 PVC, EXCEPT VHERE OTHERWISE NOTED. SHORT 90 BENDS ARE NOT PERMITTED IN SUCTION LINES. 7. PUMP AND FILTER MAY BE RELOCATED IN FIELD. 8. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF AU. UTILITIES IN RELATION TO THE POOL AND ITS EQUIPMENT AND SHALL INrURE MINIMUM CLEARANCE REQUIREMENTS IN ACCORDANCE WITH ALL LOCAL REGULATIONS. 9. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES FROM DAMAGE AND /OR FAILURE BY ACCEPTABLE METHODS, AS MAY BE REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPON- SIBILITY FOR THE SAFETY OR THE EXISTING STRUCTURES. 10. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR AND /OR OWNER SHALL. VERIFY THE POOL LAYOUT AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 11. WARNING DRAINING THE POOL FOR ANY REASON, WITHOUT RELEASING THE HYDROSTATIC UPLIFT PRESSURE, MAY RESULT IN SEXIOLS i.ar,Ai,E. T HE G..NLR IS ADVISED TO CONSUL i AN EXPERIENCED POOL CONTRACTOR PRIOR TO DRAINING POOL. ILTER PUFF LINT STRAINER 8' X 8' TILE 18' 18' HEATER IF SPECIFIED) N GATE VALVE OR JANDY (TYP.) IN -LINE CHLORINATOR (CP T I13NAL) BRICK COPING SPILL` L (VIDTN SEE PLAN) FM -. sumomme mumummi NO. 3812' O.GE.V VARIES RAISED SPA DETAIL THERAPY JETS. SEE PLAN Flit QUANTITY OR IN SPA PIPING DIAGRAMS AIR LRE V ATER LINE PUMP HAIR l LINT STRAINER THERAPY JETS 8' X 8' GLASS BLOCKS FEUNTED IN 2.t.CC PSI GROUT (IF SPECIFIEID BLOVER NEATER <IF SPECIFIED) N GATE VALVE QR JANDY (TYP.) IN € 04..CRINATOR (IFTIGNAL) TER 1 r 4■ NOTE PIPE FROM DRAINS AND SKIMMER TO PUMP TO BE 2' P.V.C. SCHEDULE 40. ALL OTHER RETURN LINES WILL BE 1 -1/2' P.V.C. SCHEDULE 40. ALL PIPING P.V.C. SCHEDULE 40 WITH NO GREATER THAN 45 DEGREE BENDS ON SUCTION LINES. POOL TURNOVER RATE= Ti PZ-HrtS SPA TURNOVER RATE= / l �s�r FILTER= 7 O 7 S 6 PUMP= / NUMBER OF SKIMMERS= SQUARE FOOT OF SPA! 5 ti SUCTI ❑N LINE= /0/1- NUMBER DF RETURNS= 3 MAIN DRAIN= 8" - POOL MAIN DRAIN • - SKIMMER DRAIN LINE • - POOL RETURN LINE • - WASTE LINE l • - SPA RETURN LINE A - HAIR & LINT STRAINER B - RECIRCULATING PUMP C - FILTER D - IN -LINE CHLORINATOR r E - HEATER GATE VALVE OR JANDY (MAY BE REPLACED BY ONE MULTI - VALVE) 2 OR 3 WAY VALVE MAY ALSO BE USED Lil CHECK VALVE 2" 5UCT. LI140 Pok D C 5P/ MA h! DR .A./4 POOL PIPING DIAGRAM 4 CaAT5 VALI VA.J-v SPA JETS OPTIONAL CHECK VALVE (FOR RAISED SPA) POOL DRAIN SKIMMER SPA DRAIN 4' - - THERAPY Z4 - SEAT NO. 3 € 12' � Q.C. EA. VAY RETURN f (W SPECIFIED) it GUNITE REBOUND 8' 0 ANTI- VORTEX DRAIN 4 -- VARIES -SEE PLAN ---1 14' _ 18' NOTE= JANDY VALVE ON RETURN LINE TO BE LEFT PARTIALLY OPEN DURING FILTRATI ❑N. POOL RETURN KJANDY VALVE (TYP.) OPTIONAL �- HEATER (IF SPECIFIED) WATER LINE CONTRASTING TILE ON EDGE 12" t EAT • SPA SECTION (N,T,S1) SPA PIPING DIAGRAMS 5 1 STEPS MAY BE REPLACED W/ (1) SS. HANDRAIL THERAPY JETS, SEE PLAN FOR QUANTITY li AIR LINE 0 O BLOWER 1 (IF SPECIFIED) N GATE VALVE ❑R GATE VALVE OR JANDY (TYP.) JANDY (TYP IN -LINE CHLORINAT ❑R IN -LINE CHLORINATOR FILTER (OPTIONAL) FILTER(OPTIONAL) DRAIN PUMP 0 PUMP . HAIR & LINT STRAINER HAIR & LINT STRAINER STANDARD JETS THERAPY JETS HEATER 836 W INDIANTOWN RD SUITE A JUPITER, FL 33458 (407) 743 -9549 CHALLENGER POOLS 4500 N. UNIVERSITY DRIVE, LAUDERHILL, t-L 33351 (305) 742 -2260 1 -800- 749 -3332 CT .3'551 SHEET OF r 4■ NOTE PIPE FROM DRAINS AND SKIMMER TO PUMP TO BE 2' P.V.C. SCHEDULE 40. ALL OTHER RETURN LINES WILL BE 1 -1/2' P.V.C. SCHEDULE 40. ALL PIPING P.V.C. SCHEDULE 40 WITH NO GREATER THAN 45 DEGREE BENDS ON SUCTION LINES. POOL TURNOVER RATE= Ti PZ-HrtS SPA TURNOVER RATE= / l �s�r FILTER= 7 O 7 S 6 PUMP= / NUMBER OF SKIMMERS= SQUARE FOOT OF SPA! 5 ti SUCTI ❑N LINE= /0/1- NUMBER DF RETURNS= 3 MAIN DRAIN= 8" - POOL MAIN DRAIN • - SKIMMER DRAIN LINE • - POOL RETURN LINE • - WASTE LINE l • - SPA RETURN LINE A - HAIR & LINT STRAINER B - RECIRCULATING PUMP C - FILTER D - IN -LINE CHLORINATOR r E - HEATER GATE VALVE OR JANDY (MAY BE REPLACED BY ONE MULTI - VALVE) 2 OR 3 WAY VALVE MAY ALSO BE USED Lil CHECK VALVE 2" 5UCT. LI140 Pok D C 5P/ MA h! DR .A./4 POOL PIPING DIAGRAM 4 CaAT5 VALI VA.J-v SPA JETS OPTIONAL CHECK VALVE (FOR RAISED SPA) POOL DRAIN SKIMMER SPA DRAIN 4' - - THERAPY Z4 - SEAT NO. 3 € 12' � Q.C. EA. VAY RETURN f (W SPECIFIED) it GUNITE REBOUND 8' 0 ANTI- VORTEX DRAIN 4 -- VARIES -SEE PLAN ---1 14' _ 18' NOTE= JANDY VALVE ON RETURN LINE TO BE LEFT PARTIALLY OPEN DURING FILTRATI ❑N. POOL RETURN KJANDY VALVE (TYP.) OPTIONAL �- HEATER (IF SPECIFIED) WATER LINE CONTRASTING TILE ON EDGE 12" t EAT • SPA SECTION (N,T,S1) SPA PIPING DIAGRAMS 5 1 STEPS MAY BE REPLACED W/ (1) SS. HANDRAIL THERAPY JETS, SEE PLAN FOR QUANTITY li AIR LINE 0 O BLOWER 1 (IF SPECIFIED) N GATE VALVE ❑R GATE VALVE OR JANDY (TYP.) JANDY (TYP IN -LINE CHLORINAT ❑R IN -LINE CHLORINATOR FILTER (OPTIONAL) FILTER(OPTIONAL) DRAIN PUMP 0 PUMP . HAIR & LINT STRAINER HAIR & LINT STRAINER STANDARD JETS THERAPY JETS HEATER Abkor Engineering Inc. Consulting Engineers • 836 W. Indiontown Rd., Suite A Jupiter, Florida 33458 Phone (407) 743-9549 St ra j o1S JOB NO DESIGNED BY: 10 V oc-K. Glass PAGE: DATE: 2 0/1 3 GLASS BLOCK DETAIL 2" GLASS BLOCK SIZE = 8" X 8" X 3 3/4" CHECK SPECS: -PANEL SIZE <144 FT *MAX. PANEL DIMENSION 15 FT. *LAID IN TYPE S MORTAR. AS = 0.012 X ? = 0.018 IN. /FT. STEEL AT 20,000 PSI CONSERVATIVELY. 4" 1 29" O.K. O.K. O.K. FOR REINFORCEMENT USE TRUSSED WIRES WITH 1/8" EACH SIDE. MAX.. WATER ELEVATION USE TYPE S MORTAR. 1/8" WIRE (AS =0.012 IN. GALVANIZED. 14 GAGE GALVANIZED WIRE FOR RESISTING MOMENT COMPUTATIONS USE COMPRESSIVE STRENGTH OF S MORTAR AT 28 DAYS = 1,800 PSI. WORKING STRENGTH fm = 0.45 X 1800 = 810 PSI. 4 Abkor Engineering Inc. Consulting Engineers - 836 W. Indiontown Rd., Suite A Jupiter, Florida 33458 . Phone (407) 743 -9549 SUBJE T: C Pi4 OO 10 331 x.IC- Ca Lass S pa.. JOB NO DESIGNED BY: PAGE: z/Z DATE: i frO / RESISTING MOMENT d = 2.75" b = 12" CONCRETE RESISTING MOMENT = Zfcjkbd2 _ 810 X .87 X .4 X 12 X 2.75 = 12.790 lb.- inch /ft. STEEL RESISTING MOMENT = Asfsjd = 0.018 X 20,000 X 0.87 X 2.75 = 861 lb.- inch /ft. STEEL CONTROLS, THEREFORE RESISTING MOMENT = 861 lb- inch /ft. INVESTIGATE MAXIMUM STRESSES IN TWO HORIZONTAL BANDS. WATER WATER W" WL BAND # DEPTH DEPTH PRESSURE 8 SPAN 8 1 2 0.67 0.33 20.8 13.87 2' 1.33 1.00 62.4 41.6 1.33' 9.2 165# - inch < 861 lb -inch (resisting) O.K. 1 USE TRUSSED GALVANIZED WIRES 8r 0 ON EACH GROUT JOINT @ 8" HORIZONTALLY. 6.9 M(lb- inch /ft.) 124 165 LOCATION MAP NOT VAUD UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL Scale: I" N. 100 9 8 ST'• tA L E G A L D E S C R I P T I O N Lots 1 and 2, Block 7n, MIAMI SHORES SECTION 2 AND SECTION 3, according to the plat thereof; as recorded in Plat Book 10, at Page 37, of the Public Records Dade County; Florida. For Mr. & Mrs. Stacey Kaufman J111111111111111111111.1 111111111111111111111 MARIO PRATS JR. & ASSOCIATES, INC. LAND SURVEYORS - LAND PLANNERS 300 S.W. 107th. Avenue Suite 214 Miami., Florida 33174 (305) 551 -6000 Far. (305) 221 -1239 I HEREBY CERTIFY TIM Me PLAN OF SURVEY'. represents the above desatred property and It was completed under my supervision and/or (fraction. to the be of my knowledge and bad. and It also complies wth the Menem Tedtt Standards sat forth by THE FLORIDA BOARD OF LAND SURVEYORS. pursuant to Chapter 21 1*4-6. Ftorise Adankratrattre Cods and Chapter 472027. Ronde Statutes. SuRVEYo $ N07elt 1) oars may be additional Reetridoa wet show on wi survey wt nay be towel we Pubic Records d the Cara. Ea rinetion d ABSTRACT OF TrttE •a hews d be made to dtrahite .accreted metes a te, a any Mecting this progeny. Z) Lon end time en d Utilise end at adiscert to the property hears net seared • such Mumm = me not requested Omwerehp • ehjsd le Cream OF TITLE. W Typed Survar: BOLD ARY • Untsse dAwwie meet t hi Fite hes net etlemMed b locate Footings meter Fohndtbs Meter c.au . 4) The PIAN OF SURVEY. IS been prepared for she eudheint used the smiles near hereon. The Certikebt does wet amend to any ,armed party ABBREVIATIONa: RIM Rea M E 3 w STY PRM PCP P.O.B. PC PT PAC 4- seC TwP ROE B.M. CBS Cant Sot CA. - Irptta -vY.tr -Residence -law Oldest - ftorT -NmliplemNifirememmumat Parmsned Control Poit - Pdhtdq - Poit d arvetrn • PCYt d Tenpahcp • Pd d e Reverse Chrvthre - oeee • Tenpwd Duerr -Swam - Towrhthp - Rerge - Bench Merl • Commbr Bbd St aWm -S em" D e: July 20, 1992 •1-te: 5753 1°� °r • o dVE.ME11'x - f o. D9' 4.i 0 1 19u11.1 9 e. O 41 PLAN OF SURVEY I6.oc • 7.0 $.1' . (t/ 'T 5.25 Qec • Me..0.5 • 23. - 60 w h o { ' .0' 1- JTt-4- C.13.S. Qc 5. Ne 7 9 a F.V• 11.44` ' � OT 1�1JrQ.4) 0 to 0 Lt •40' I a.tl X 1 5 . Scale : l` �4A' 22. lo' t3 a 1•1 8 L 3 Sol a3. So' K 100 00' P1� ;e 14.40 • . 't h 1 4' .Ttle 'sups tn zee. - M _&as . 23.04 NOTE : - 0.0 -' Indicates existings Elevations. Elevations are referred to the N.G.V.D. Bench Mark:(used): B.M.#: N -603 Elev.: 7.70' feet. Location: N.E. 6th Ave. & N.E. 96th St. D- 4 3 4 o pod Po \t FOVtao Iw l tt.c.14. p p . 111 _VOc» O %2. 171PIL 1 GENERAL SPECIFICATIONS JOB NO. a0 /4 SHAPE e 99 1 SIZE ) 9 . x • DEPTH 3 1 TO Cy SF a PER. S GALS. .1 4-, HTR.) 5 K Fr / - i z / I e ' FILTER n o - � 7,- .. T. 'PUMP // HP. TILE: /of , BRICK: WA V ~ ' cp s SO. FT. DECKING: A, "" FOOTERS: .� D.O.D. -- -- UGHT: I WATTS : 9s SWIMOUT: a 1 V I p ---�1 BENCH: 8' ES��N', -=1 of LADDER: ------ - HANDRAIL: SKIMMER: INC. MAIN DRAIN: INC. RETURN UNES: OTY: 5 TYPE: 1AJAtJi ELECTRICAL HOOKUP : 1 AJ nl MAINTENANCE KIT: I POOL CLEANER: "__ --.. CHLORINATOR: , JETS: SPA SIZE: 30 Ni . -AA"' ri ..l / fa 2 FENCE: j .L ) Y STUMPS: SCREEN: MUNICIPALITY: 'V SET BACKS: S 0 ' R - 7 1 - 6p ' 1 SHORING & OR COMPACTION: NOTES: �{ . �� f� s�L_ DESIGNER c� DATE 0 (g. POOL SWIMMING SWIMMING nw6TA&Y/ 71" It12.FHAAI Address 'me ; i . City I S r , `. e �f�� LEGAL DESCRIPTION LO?� SUB. M 1 k (_( � _ BOOI2 2PAG LOCATION 1 � t? 0I CI 7 �U v-7r ewe,- SC',A11 /•' =1 CIIAuLWGIR POOLS NO- ) � 1 W U LL 0 N W J t1) C W Z W z UJ 0 F- x THEE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT YOKING BELOW. COMPLIED !' Date k ■ WITH NO VARIANCES p WITH VARIANCE(S) LISTED IN "REMARKS" NO OTHER OEVIAT!0':S FROM THE MIAMI SHORES BUILDING AND ORDINANCES WILL BE PERMITTED. UNLESS SPECIFICALLY LISTED ALL OTHER APP! ICAB' E STATE AND COU:dTY LAWS MUST BE WITH BY ALL PARTIES. Auti o1i?ed Signature r- FIRE DEPARTMENT PUS± IC WORKS 1 POLL E DEP,',RTMENT , _ . -L L ' , BUILDING DIRECTOR - PLANNIi :G & ZONING BO:, :3 VILLAGE COUNCIL APPROVAL PRELIMINARY: G ikIA.L® REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED t BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & UB CONTRACTORS ARE CHAR(ED WITH THE KNOWLEDGE OF All BUILD. 3NG REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN, ,PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job AddresZ /C ?/ 7 ' Tax Folio 11 301 0 (o i lf aa90 7 Legal Description L 6)-1- 0 1 / � /3(/' . D / /)1(/, / 6-dX o S l / Lessee / Tenant Y , I9 UL/ Master Permit # 3 7 Owner Address 791" E 935 Al / //V / 5/h2/e5 Phone >5I2 - 5 ( ' >• Contracting Co .( ( £ /Ub � P UD Address 3 OO C-C/u/(Je,es17 va Qualified l U ( /l�/�NS SS# Phone State #C?ff'D &(. ? unicipal # Competency 4� / /Ans.Co. Architect /Engineer i tL ) 11`1 - 1.Of0F i Address936 /Juan-/U J/u . Square Ft. . Not y a My Commission Expire sident si ent Zoning Buildin Mechanical Plumbin Address Bonding Company Mortgagor Permit Type(circle one): BUILDING ELEECTRICAL UMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION AAN q- see Pa..[ m 6/a 00 Estimated Cost(value) \SOL WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I auth• ize the above -named contractor to do the work stated. g S natu Date: SAMUEL ALIMONTI MY GOYIM SSIO 1 I+ off -1011LW -7 a B Signat •� : 7 t (QrL'IMON t ; Builder Date: ow,,,, Y COMMISSi0 i " CC 190231 rust Vic! 1, l' 411110 11111111 Notary as to Co 'r- tor or Owner- Builder My Commission Expires: ** * * * * * * * * * * FEES: PERMIT ! ' RADON C.C.F. NOTARY TOTAL DUE APPROVED: Fire Other ** Electrical Engineering NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. 11 o`L (p I + 2_11' o 7 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements 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. egaescription of property and street address: C -i/ / c�' 4 �1 49 ftm // �� 1 t l d 5.J . 7ff /u � �Y' /// -/) / S /fad l 2. Description of improvement: /DOL./ Sfd d7L 3. Owners name and address: � ~�` � °` "„' , \' 4 .5� - Name and address of fee simple titleholder: . 9 8 / 57 in i OMB J5/1a5 Interest in property: Q l .1,Nn� 4. ntractor's name and address: c::ig 5. Surety:(Payment bond requir Name and address: Amount of bond $ 6. Lender's name and address: Nota Print Notary's Name My Commission Expires: by owner from contractor, if any) Alga Signs er Print Owners � y 1-1 � Sworn to and subscribed before me thi day ofJ � , 19 . WINES HARVEY RU a 9'3R336861 1993 JUL 08 09 :22 hand and A 0 .9 (/// ` // r U- Ff_C RI ).4, 7)1 1N ' OF DADE : ?. 1 HgRE9y CERTIFY f! a 1h's is a Prue py of ?ho \ 'It o.ijiicI;j Phi.? 1 on d� kiwi Song. K, of Circuit and County Coy* 7. 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, kt/C Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by: SCItNAim Address:C r/ ' a4w/ ' ��" PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date OA 7 Job Address ' W /06 T sT Tax Folio Legal Description Historically Designated: Yes Owner/Lessee / Tenant M #R 0,It I OWN/5 Owner's Address 7s? cr.-7 Phone Contracting Co 7o P i/ A: 3 NIX i/ Qualifier .7; ` ( l e r State # OF- c oc 4 79 Municipal # Competency # Architect/Engineer Address Bonding Company Address Type Insp'n Permit No. Name Address Comp Phone # For Inspector? Approved Correction Re- Insp'n Fee ""\D C VILLAGE MIAMI SHORES VILLAGE BUILDING DEPARTMENT 3 05 - 795 -2204 Building Inspection Request Date S 0 I Address mated Cost (value) Master Permit # Electrical No yav� 07fP Address 673 pL /7/4 / IQ SS# - Phone is - 0 6 6 1? Ins. Co. BIN ' MECHANICAL ROOFING PAVING FENCE SIGN /4DO. 00 COMMENCEMENT AND YOUR FAILURE TO DO SO MAY OUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, RECORDING YOUR NOTICE OF COMMENCEMENT.) on as indicated above, and on the attached addendum (if applicable). I s regulating construction in this jurisdiction. I understand that separate tOOFING and MECHANICAL WORK. accurate and that all work will be done in compliance with all applicable ove -named contractor to do the work stated. Signature of Contractor or Owner- )3uilder Notary as to Contractor or Owner- Builder My Commission Expires: ti�,�v Po oo-: ir:ar t. tis ri\;tin rsi :AL �� SAMt A C1 MO:97IIEL 14 %j f 1. C COCZOISSIOrg NUnDER a I% . `' i. E'Q MY c ):) Ott ?. NOTARY (5T BOND TOTAL DUE 6,1 Date Date /- 8' ? go. 7 Engineering ITEM BATH 113 UNIT ./ FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING OIS- ASHER RECEPTACLES A/C (WINO) OI S?SAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN ALPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTE,C`PTCR RANGE TOP UNDERGROUND TANKS LAVATORY / OVEN ABOVE MOM TANKS LAUCRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER AD TORS OVER 1- 3 FP HOT WATER BOILERS SINK. POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK. RESIOENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEM$LIES SIKK. SLOP MOTCRS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMr' -.WY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET / MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS • A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER-NEW INST. GENERATORS TRANSFORMERS HEAT GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY-WATER FIXTURES SEPTIC TANK ANTENNA . RELAY , TELEVISION OUTLETS . GRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION - SOAXia PIT CU. FT. CATG'1 BASIN ' OISCL: WELL OOMEST:C WELL AREA MAIN ROOF i LET SOLAR 4ATER HEATER FIRE 3T IPE PCCL "PING LAWN EPR I NKLER SYSTEM GAS :..vim METER Er (GAS) GAS PIPING PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION (.=N APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN O3TAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL