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1245 NE 96 St (3)BUILDING ELECTRICAL PLUMBING Architect Contractor or Builder MIAMI SHORES VILLAGE, FLORIDA DATE 194_ PERMIT N2 7296 Work to be performed under this Permit Owner of Building Subdi- vision Contractor's License No Legal Lot Bl. Description i Address of / Value of ' _„J Amt. of --• Building i i Project Permit This permit is granted to the contractor or builder named above to construct the building r to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th the understan g that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed INSPECTOR 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, servant or employee. • CONTRACTOR OR BUILDER • BY AUTHORITY BUILDING MIAMI SHORES VILLAGE, FLORIDA G _ �� Date 19 ELECTRICAL ❑ n PLUMBING ❑ PERMIT N? 9902 Contractor's ROOFING ID License No. ❑ Work to be performed under this Permit • �rws! f )71,.I ' e.XI Owner of Z f' Building'c' �"� Architect Contractor or Builder = r Lie/ :64 Legal Lox Description ` y� � Bl / j? Buldin g of / 0 V X4# (c� , C/ t� . ;fi t • _ Subdi- vision Sq Ft �� Value of 11 Amount of 1 Project $ 11 Permit $ d�' This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with am plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown op the plans or drawings or in the statements or specifications and that h. assumes respon- sibility for work done by his agents, servants or empl / pyees. r Si ned • (/ 0� INSPECTOR BY In consideration of the issuance to me of this perm i agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, rawings, 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, servant or employee. CONTRACTOR or BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING i4Ms SHORES VILLAGE, FLOM DA Somat- a* of ibis permit I agree to pedant th $ ■01' tar :f all k done Subdi- vision t to .(o; Owner of Building Architect Contractur or Builder Legal Deserip Address of Buikline cation tti any permit is ✓ W=B si&bt itottOtt covered hereunder oestpliance with all lions submitted hi ithe puma authorities of ay agent, servant or employee. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Villag; Florida, and all provisions of the Law of the State of Flor'da, 311 ordinances of Miami Shores Village ^nd all rules and regulations of the Building Division of Miami Shores Village sh,:11 be complied with whether herein specified c; not. A cop of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address____ B .E. till iams�10 6 01 Bisc. Blvd.Mfami No Registered Architect and /or Engineer Orkin Exterminating Co. 1960 N.W. Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done g State work to be done and purpose �u on '1' by fl New Building To be constructed of Kind of foundation Roof Covering f " Permit No Disapproved (Signed) Subdivision 1245 N.E, 96th St. am . rs) Wimigation - Methyl Bromide 18 -2t4 hours. 189# X325. and for no other purpose. Remodeling Addition Repairs Date Date Feb. 4, 1965 Street__ _ 27th Ave.Niami Estimated Total cost of improvements $ � a s Amount of Permit $ Zone cubage required____ _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_ 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 complied 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida 1 -1-% 6- 1L c9 No. of Stories Building Inspector ( My Commission Expires to me well known, PLANNING BOARD DATE Chairman _- -- _ _ -- _ . _ Member _ _ Member _ Member Member ....... Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. JOB NAME CONNECTOR ELECTRIC I N C O R P O R A T E D 1210 SE 3 Street Pompano Beach, Florida 33060 (954) 785 -2701 ELECTRIC PANEL LOAD CALCULATION CKT No. Trip Pole KVA Descr iption Wire CKT No. Trip Pole KVA Description Wire 1 Z 3.S 14.0{-- �«' L. fo 2 3 - H-e-,t]` a-- 4 5 l / b .1 n �c�e (I ) 6 / 6 7 ((�t.) r ' 8 9 11 t) .� 10 11 1 / , . "7 i �/ 12 13 14 �. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 � - IAA 40 JOB NAME S ,,., L, _r be r Q 10 1.).-s P- A .1' k-- AA-, q w S' i,.k er 4 CONNECTOR ELECTRIC I N C O R P O R A T E D '1210 SE 3 Street Pompano Beach, Florida 33060 (954) 785 -2701 C -02 tqc=? e_ ELECTRIC PANEL LOAD CALCULATION CKT No. Trip Pole KVA Description Wire CKT No. Trip Pole KVA Description Wire 1 ( 12C t'5• wajO1,eV .4l 2. 2J 8" Po L(-e 3 if -k 0-. D'k,fil W ? riZ- J/ 4 4 o v e.L 5 ')( � C C j . � 6 11 (S d P l -ec, eL•c ( VA-ef A ( ( 7 l /l c 8 VI c . 7 9 thg 10 Ali c 1 11 I/ (s `b/ V 12 6 C.a.c.k + h 13 %g j_k.o_ wa'( l0 14 15 R.ei-i -- i / 16 c « C; e.t, cc- e. ( 1 ° �' i 17 //is- ,` 7 �y'- . et,,evcr( 1 r �' 18 1 /�C ° � , f v 19 20 21 til E ^ 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 P.( ILL.) - 4Lj eri L 40 75 S T L Lu ` i-r Lc'(. JOB'NAME CONNECTOR ELECTRIC I N C O R P O R A T E D 1210 SE 3 Street Pompano Beach, Florida 33060 (954) 785 -2701 '4c>Ld.S Q 1C-Pt ( -7 e (63'0 ) -7 k 2.....?. c x =X9.6, 00 wcr / -e F r� /°,G c. /c..C�/ ' / o aC — CG / G, G 0 0 kev -,41 E, c( e„.. ,) p c./ ` ` `e C G o , °7 G .. 3 `i.`.-Aff ELECTRIC PANEL LOAD CALCULATION CKT No. Trip KVA Description vv..... CKT No. Trip Pole KVA Description Wire 1 l Pole 1 / d Q_ S k.e. - ty P ,_c, - 1-04/ 4L ( 2 - 2 I A ,6 1.. S fc c fie( 412 3 1 f (S , 0 -cc/ e4- 17y 1S4 4, /`‘' ( 4 YU' * £e11 e l. ( ) ( 4-2 c P I S 5 1 /IS 6 tl� . 7 1, 7 (/ S - 8 9 111,7 10 11 y m : I ,\/ 12 13 1 / is 9-- t; \ WGO f $ L-/ 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 y kw 4--I -: (r c- c 1, 40 9 Gc c,-d : s c' 1 JOB NAME' Sie-Qix �Q yQL 1 s' - .)A<<t +o.• S"4o !'ex. CONNECTOR ELECTRIC I N C O R P O R A T E D 1210 SE 3 Street Pompano Beach, Florida 33060 (954) 785 -2701 H - c �� ( 304 4S :+ �s Ua cp . ILL 3 du ot -- kr 1 3 7 C 6 w a U C; L.- d ' - c`11, _L; kL —FQs-- JOB NAME S;,, is io a et f 1 13so d o co - 3C>co fS r 3s 6 a._ X o c1 I UGG G G c, �G 1 G G /r j v,. iv "/a Ne-vL ( / GG� z t + cY( C S C C a C —. I Z CONNECTOR ELECTRIC I N C O R P O R A T E D 1210 SE 3 Street Pompano Beach, Florida 33060 (954) 785 -2701 Soo s - f k3 d-e 13, o 1 ?2,'?4h-,P1 3 h cr 00.,1 LI -ecct U t/ 9 � 4-- )-I-) p S- 6 k .sip c q pc, 1 f t - f--e r )9S. ow-lc G --e. L, e fr a I f t ,L '1 '( Ls C ( C , ( . 7 e < �-� lAJ ( c 1 w h a, A l ( / c � C , (a ? \.=F /(--)c-{ ii4U I�� S 2v a.i�� G 4 p� 2 y) v Lc,/ If JOB NAME Stu Qtr e V -¢ ✓ p ¢.w , ,1,c.) 09 1 4 v'( , 7c n . ( f p -C 2— CX' i / t j4 L:1 L 3 CONNECTOR ELECTRIC I N C O R P O R A T E D 1210 SE 3 Street Pompano Beach, Florida 33060 (954) 785 -2701 E x' , -f aft .e( e ( e t SQ.e a (fA S c ��� d e 1 & — � cia, e 6 - e �d•1�i1h R o4? G46-cey12- 19 4 ( 30c- ct r.,,p c4c) t, ale ) (3o- e ( I BSI -F a� � J o cl ti� i 3 � e PVC_ tti' ► 3 4 3 1 �24 IGC) O ct) t,1 Pa i4 Q 1 - F6 v Y� oc, ( Il 2.c��l )j in-7 •e_14 ' l O c 2 E x � �� a g 1 1) z. EMT 4- 3 1 .11 LiJ _L Y2- 2, ; -&--_ LA: �-4-� _3 _ 3 Ili Vv /0 C? c „ MIAMI URNS MODEL 500 105,000 6,000 5.0 208/240/1/60 50 AMPS 24.6 147 1.9 4000 15 55 (Optimum) 105 Degrees 29Wx37H31 D 275 - 80° SPECIFICATIONS Heat Out put -BTU /h Watts C.O.P. Voltage Supply Circuit Ampacity T/D Fuse Compressor R.L.R. Compressor I.A.A. Fan RA Fan CFM Flow Rate Min GPM Flow Rate Max GPM Max. Water Temp. Dimensions Inches Weight (Ibs.) MODEL 35 80,000 4,000 5.0 208/240/1/60 40 AMPS 18.0 105 1.9 4000 15 55 (Optimum) 105 Degrees 29Wx37Hx31 D 250 PERFORMANCE RASED ON 80° WARRANTY ITT Magnum Inertia warrants the pool and spa heaters to be free of material defects for a period of two (2) yeors and will warranty all workmanship for o period of one (1) year from dote of purchase. ITT Magnum Inertia further warranties the compressor and heat exchanger for FIVE (5) years on a limited basis. This warranty does not Include repairs due to the following conditions: Improper Installation - negligence - abuse - Improper operation - or other conditions beyond the normal Intended use of the unit. This warranty also excludes damages caused by excessive chemicals in the pool water or damage to the water piping or heat exchanger due to freezing conditions. This warranty does not include the furnishing of refrigerant or other expendable rnoteriols. This warranty Is in lieu of all other warranties of merchantability or fitness for o particular purpose that apply to these products. ITT Magnum Inertia will replace or repair at It's option F.O.B. factory freight prepaid, any heoter ports that may prove defective within two (2) years from date of purchase. It Is agreed' that such replacement or repair Is the exclusive remedy available from ITT Magnum Inertia and Is not liable for damages of any sort, Including Incidental and consequential damages. Ports and service replaced or performed under the terms of this warranty will be returned transportation charges prepaid within the United States by best and most economical means. ER The smooth design and modern look, while still maintaining exceptional performance, is the result of many years experience in the heat pump swimming heating industry. High performance is achievable without the look of other bulky heaters making the ITT Magnum Inertia unit aesthetically pleasing to the end user. The top air exhaust allows the air to esxcape without disturbing surface dirt or debris. The space age plastic cabinet eliminates any possibility of rusting which is a major cause of premature failure in units made from metal. In fact, the ITT Magnum Inertia swimming pool heater can be expected to outlast gos heaters by at least 2 to 3 times. All hardware is the finest stainless steel and all grills are zinc chromated, then dipped In vinyl for longevity. An automatic high water flow by -pass is built into the unit to eliminate any high water volume erosion failure sometimes found in full flow heat exchangers. No external by -pass is required. In addition, the water flow to the heat exchanger is automatically adjusted thereby eliminating the need for input and output thermometers and daily manual adjustments. The ITT Magnum Inertia unit automatically compensates for low water flow due to dirty filters etc. All internal safety components run on 24 volt circuitry increasing their longevity and performance. The input and output water lines are supplied with quick disconnect fittings making it easy to flush the unit out where winterizing is commonplace. FEATURES AND PROTECTION TT uses the finest Ul approved material and controls vailable and include but are not limited to the following: ...Time Delay ...low Pressure Control ...High Pressure Control ....low Water Flow Sensor ....low Ambient Shutoff Annunciator Panel A state of the art operating panel with lights keeps the end user informed on the operation of the unit - o desirable feature not found in most other units. SAVINGS Savings of up to 80% can be recognized by using the ITT Magnum Inertia high efficient heater. * Up to 80% over electrical resistance * Up to 75% over propane gas * Up to 70% over fuel oil * Up to 55% over natural gos AUTHORIZED DEALER INTERNATIONAL THERMAL TECHNOLOGIES, INC. POMPANO BEACH, FLORIDA 33069 F.CTRiCAL ;r..+: .4,2. srt _ __ 1.14 „n___ „L. ,, •3/i)1/1-x&' gat , ,,,.... '" - 1', - -..;* . .1 - '; - ; ''.! .>:' :".' .;:` ...'.'1 c.2::f;.: '....-.-:;;—' :-:- 1 . -.. :' ._ ''... • '. 1 ■ i . a . k.. . ' . .... i 4`;i11".'1, .:110 `. .. •-• • ' f'...' -: ,, .. :.:.,,;.; : , 2ArLirr:r '' • * vs- 4j. 3" 1 • PILING (TYP.) 2" COVE BOTT. BARS 6" MIN • 1" COVER TOP BARS —6" SLAB - 3000 P.S.I. GONG REINFORCED SLABS W/"3 • 6" 0 /C., E.W. "3'12 "o /c "E.W. el:DA ercTioN CENTER TOP MAT OVER EACH PAD 13 "3 E.W. • 6 " O/C X 6' LONG ADD ADDITIONAL REINF. IN POOL WHERE SHOWN ON PLAN. 12" MIN. 15" •EXTEND PILE REINF. 18" MIN. HOOK * TIE TO MAT. COPING-\ 6° TILE S - I LAYOUT DIAMOND BRITE FINISH 8 rte. TYF I CAL UJAL L SECTION •3•12"0/c E.W. 4 *3 E.111 BOTTOM IN CAP. PILING 3 3•I2 "o /c E.W. (PATIO SHALL NOT BE TIED TO NOR SUPPORTED BY THE POOL) NTS 4" X 8" BOND BEAM W/ 2 CONT MIN. 0 4 PIPE SUPPORT BARS W/ APPROVED HANGERS ' 5' O/C 6" THICK GUNITED WALLS W/"3 • 12" o/c E.W. STEELTEX OR EQUIV. FOR" I THRU -OUT CENTER STEEL IN WALL. PAD THICKNESS VARIES, MM THICKNESS= 12" MIN. CONC. COYER TIP OF PILE= 12" NOTE:PIPE SUPPORT BARS W/ HANGERS NOT REQUIRED IF PIPE IS SUPPORTED ON SUITABLE SOIL. INDICATES 14" AUGER CAST PILING(TYP.) 11 TOTAL INDICATES CONC. PILE CAP (SEE POOL WALL SECTION) (4'X4'MIN.) C=ET■I.E1.4L MOTES 1' -8" 2'-2"„10" 1 ' L 1 �' -1" � _11 . 1 1 v-10,1.11 1 1 1 j I 1 j I I I 1 1 I j 1 1 1 1 I I 1 1 j I I I - REINFORCING STEEL SHALL COMPLY WITH ASTM 615 GRADE 60. - CONCRETE SHALL BE PNEUMATICALLY APPLIED WITH A 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. - PILING AT SITE IS EXISTING. VERIFY PILING LOCATION 4 SIZE. PILING SHALL BE 14" DIA. AUGER CAST WITH .4 SAFE BEARING CAPACITY OF 40000 LBS. FILING FLAN SCALE: I/8" = NORTH TEK 4 ")CA U P E. • 41310 3O [n JE • GE=NE = iA L_ r T S : I . ALL FLOORS 4 WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 25 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINF. STEEL TO CONFORM TO AS.tM. 615 GRADE 60. 3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. SOIL STATEMENT: NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK T1-1I5 PROJECT IS IN THE vICINTY OF PROJECTS THAT THIS FIR`( HAS PREVIOUSLY DESIGNED. THE SOIL IS SANDY IN NATURE AND ADEQUATE TO SUPPORT THIS SWIMMING POOL. IF OTHER CONDITIONS ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE FOR INSPECTION AND INSTRUCTIONS. 5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY FOR THE SAFTEY OF EXISTING STRUCTURES. 6. THIS DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL -CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED.THE POOL CONTRATOR SHALL vERIFY ALL DIMENSIONS IN THE FIELD. AND ESTABLISH LOT LINES. THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER. 8. TEMPERATURE OF THE WATER SHALL BE SET SO THAT MAX WATER TEMP. s 102 DEGREES F. 9. MIN. 5' FENCE, WITH SELF- LOCKING GATES, REQUIRED AROUND ALL UNSCREENED POOLS. 10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO 51-1ALL BE PLACED IN A SIMILAR MANNER 11. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES 5140WN ON THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO DESIGN IS BY OTHERS. 12. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH TI-E POOL MUST BE ELIMINATED TO PREVENT 11.4E POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. u' w J 12" 12" 18" ( I "3 0 12 "OL. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS N.T.S. HYDROSTATIC WELL POINT 'X5 "BOND BM -"3 CONT. COPI TILE WATER LINE MIN VERTICAL 2 ' -3" SHALLOW END 3' -0" DEEP END "; � APPROVED !6• • FINISH IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. WELL POINT DETAIL N.T.S. 4" TO 6" MIN. TYPICAL WALL SECTION ( FOR DEPTHS TO 6' -0 ") N.T.S. 28' VALVE 11/2" GRATE SCREWS. S. FASTENED 34' 4" CONC DECK W/ SLIP RESISTANT TOPPING (111/6X6- W1.4XWI.4ULF) ON COMPACTED FILL WIT ALL ORGANIC MATERIA REMOVED ( SEE GEN - • L NOTES) SLOPE 8 "XS" CONC. FTG W/ 1 "5 CONT. 2" COVER (CENTER) TOP 4 6" BOTTOM W/ ' AT 12" O.C. EAC ` WAY. //____ STEELTEX ORM, KRAFTBOA OR EQUIV. "3 AT 12" O.C. E.W. BOTT. CENTERED 6' 1:1 MAXIMUM SLOPE WATER LINE- IN SHALLOW END MAIN DRAIN 'n LONGf TUD INAL POOL SECTION N.T.S. ROCK SED TIME CLOCK TO SERVICE PANEL WP GF 110' TO 20' FR011 WATER SPST TOGGLE 48" MIN. SWITCH r 1 oc 111 8 MIN. Z uo f 300 WATT LIGHT W/ LOW WATER CUT OFF DEVICE JUNCT. BOX 1" NON - CORROSIVE COND. SKIMMER m oo 8" MAIN DRAIN (ANTI - VORTEX) WP MANUAL STARTER SWITCH (TYP) UNICLOR (2) PUMP MOTOR COL DECK 3- 6 IN 1" COND HEAT PUMP 12v TRANS. 3- 12 IN 1/2 COND. II III �I.III IIIc ELECTRICAL DIAGRAM PUMP FRAME, FILTER TANK MOUNT 1/4" x 1 1/2" LAG SCREWS. REINFORCED CONC. SLAB I I MIII FILTER POOL PUMP, FILTER AND HEATER ANCHOR POINTTYP.) NOTES: ANCHOR BOLTS THROUGH BASE (1 /4" x 1 1/2 ") LAG SCREWS FOR POOL PUMP 4 FILTER HEATER SHOWN AS OPTIONAL (4) 11/2" ANGLE BRACKETS (GAS HEATER) (4) 2 1/2" ANGLE BRACKETS (HEAT PUMP) WITH (4) 1 3/4" x 3/16" TAP CON AND (4) 1 /2" SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCI- 4ORING . PRESSURE GAUGE AND A IR RELIEF VALVE \G NOTE: ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ "8 WIRE FILTER PIPING SCI -4E1" IATIC N.T. '•' PUMP W/ _HAIR 4 LIN STRAINER 2 -2P -20 MOTOR 9 A 1 -2P -60 HEATER 38 A 1 -1P 15 LIGHT 5 A WIRED TO SPARES l A �?A n P.E:" 41310 0 In aD Q d1 0 DATA 4 EGNUIfi'MEijiT SIZE 1 DEPTH: 18' X 34' 3' TO 6' CAPACITYd4,930 GALLONS PERIMETER98 LF 499 SF PUMP:1 1/2 HP 2 WP T1- IERAPY FILTER 100 SF CARTRIDGE QTY RETURNS:4 TILE: 6" STANDARD LIGHTS: 12V,300W COPING: BULLNOSE -BRICK SWIMOUT: 18" CLEANING LINE: YES CHLORINATORLIN I CLOR HEATERHEAT PUMP F't OF PATIO: PAVERS DOD: NONE EXIT RAILING: NONE SCREEN:NONE POOL FINISH: DIAMOND BRITE TURNOVER 12 HOURS ( MAXIMUM) 3J HR MSC: NAVIGATOR, (3) FIBER OPTIC LIGHTS NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATIONS IF DIFFERENT FROM THESE DRAWINGS. 2 "X8" SPILLWAY OR WALL 2" BELOW BEAM WATER LEVEL 6" WALL W/"3 • 6" O/C EACH WAY OR W/ 2 MATS OF 1 3 • 12" O/C EACH WAY. SEE TYPICAL WALL SECTION FOR DETAILS 8 AUX. POOL DRAIN W/ ANTI- VORTEX GRATE SECURED W/ SCREWS. AUX. FOOL DETAIL N.T.S. CLEANING LINE W/ VAC -LOCK 18" RECESSED SWIMOUT W/ TILED EDGE 12" RAISED AUX. POOL W/ 2 ROWS OF 6 GLASS BLOCK PLANTER TILE — (TYP.) PROPERTY LINE 2 „ 11/2" / / // 20' -6" RESIDENCE ELEVATION OF DECK IN RELATION TO HOUSE: MIN. 4" BELOW FIN. FL. SWI1" TOUT DETAIL N.T.S. 14 4" SCALE: 1/8" I' -0" FOOL FLAN X NORTH :OS z z O in in s N 0 O oi to r U Z M B U f4 '=: Cti 4 . 9 � m m O� ' 17 16 15 14 13 12 11 8!, / 3 78.8 50 .. .. .. .. .. 10 9 .. 50 44' SHORELAND •: LOCATION MAP SCALE: I =200' BY: SKETCH OF SURVEY BLVD. 1� HOWARD C. C, GAMBLE, REGISTERED LAND SURVEYOR N0, 1683 STATE OF FLORIDA FOR POOL LOCATION ONLY SURVEY OF LOTS 5 THRU 7, BLOCK 83 OF THE PLAT OF "MIAMI SHORES SECTION N0, 3," RECORDED IN PLAT BOOK 10 AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI /DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA, ORDER NO 11924 DATE: May 12, 1998 F.B. 458, P. 52 -53 SCALE: As shown WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIHUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126th STREET; NORTH MAAMI, FLORIDA 33161 FOR POOL LOCATION ONLY OR PDO' 1 , 1 - o -i o� ASPHALT GRAS LJ 55.41 AREA CONC. COL. _ 12.60 .0• a • -GONG. AREA.. PAVEMENT FD ON LINE ON LIN,: 3) 1A w z E Cri 0 J J m 0 I.P. of nl SKETCH OF suRvEy SCALE: 1 " = 25 4F�lG �� � � p p A 'P' GF ' ASPHALT 1 SHOP -ELAND R •. 5� CONC•• .SWK- . G R A S S A R E A PAVE M E N T BLV W U Z W aL o—X-_x 27.80' I ca 0.1' iA FOUNTAIN U) M 67.30' ` ( 10 S j L_F L c.4—t) '0 lo ,- W;POLE 0 I a. FD. I.P. SET I.P. ( WC1 ),:M4:1- Date Job Address Legal Description Owner/Lessee / Tenant Owner's Address 12 F J I . (3} ( St ret +- Contracting Co. \)Q() elf) 3 3c , Z IlC Qualifier 'Rote& 2. \/(afl i ( �>r . State # C 2l ( L D 5C..0 Municipal # Competency # ArehiteGVEngineer Y* l l.ain 1 , 1 c . Bonding Company NI) o.. Mortgagor , `I 1 Permit Type (circle one) WORK DESCRIPTION Square Ft. Estimated Cost (value) /2. 7 500. � - 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 regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. - 7//0/qe Signature of and/or Condo President Date Ndfat'v as to er and/or Condo President My Commission Expires BUILDING R O ,k fia 00 4(0 .00 FEES: PERMIT •- ►DON a•''o APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 12U 5 1V I✓. oi LP 51-reef-Tax Folio not berg Building '/' o/q e Dat ROSEMARIE MALONE MY COMMISSION # CC 698718 EXPIRES: November 25, 2001 "%,1,,,r,;;;,.0 Bonded Thm Notary Public Underwriters Historically Designated: Yes Master Permit # 4 4 3 , / g Phone ( 05) - 758-2 1 -1Lq Address K I c� 2c My Commission Expires: No SS# ?( - - ( - 1 1- Ohone AM. . !Of Address Address Address ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN I ano►: ) e • DCp= 3 6' Signature of Contractor or Owner- Builder Notary . to Contra' or or Owner- Btfilder Vat ;p;.6 ' ROSEMARIE MALONE , F MY COMMISSION # CC 698710 ,f : EXPIRES:1levember 25, 2001 % F „ °T Bonded Thu Mary Public Unde rs 7 n C.C.F. �� SO NOTARY BOND 30 � f ectricalX Ins. Co. TOTAL DUE 52/ • 6J Plumbing ,Engineering 7 , S i2 0 o I � j I o'Q B D to PLAN REVIEW COMMENTS 11 DATE : Z 7 'i./ PROJECT NAME: 5 C '/ 5 U eh PROJECT ADDRESS: ,'2 4/. `", 99 sT REVIEWER: ,. SHEET NUMBER: COMMENTS /1.-/s ' N , r f l - G L - 3V -P71 7,- b /yi��.� -i > --40 7-17 ` dd % — es /mar sgr :e lr /a Vs AJe 1 96 /- LG Signature of Inspector 2 Date Signed Total Number of Hours 4i/eA Title (PLEASE TURN IN A COPY OF THIS FORM AS YOUR TIME SHEET: FOR ALL PLAN REVIEW) r MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 75E-8972 BUILDING PERMIT/CONTRACTORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPER) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCM 204, Construction industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED D OFF Permit Application (signed by person performing the work, licensed ontractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). DERM Warranty Deed or Other Proof of Ownership if necessary. -ice Structural Review fee ?S I o O Flood Elevation Et f r�ects- 'S Q c�i^! e a.l CD L.. REPORT OF SUBSURFACE SOIL EXPLORATION & GEOTECHNICAL ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS PROPOSED SWIMMING POOL ADDITION r+ amt a w:c '.'s?fiMSAV .'SINNOWIAld YVC" iF't'.1-*4 MIAMI SHORES, FLORIDA MAY 1998 "\(/ 4 ,714-v, WINGERTER LABORATORIES, INC. 1820 NE 144th Street North Miami, Florida 33181 0'044, - NW QOM *..”•1G..a. - 0. µ..a:Wo..- ••.. +'M •. WINGERTER LABORATORIES INC. w 1 Engineering Testing and Inspection Service Established 1949 No.1 May 26, 1998 Mr. Robert Swiesberger 1245 NE 96 Street Miami Shores, Florida 33138 RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Proposed Swimming Pool Addition 1245 NE 96t Street, Miami, Florida WLI Order No.M22757.1(331) Dear Mr. Swiesberger: We are please to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. These services were performed in general accordance with our Professional Services Agreement dated May 13, 1998. This report presents our evaluation and specific recommendations for the proposed construction together with the field data. We appreciate this opportunity to be of service to you during this phase of the project. If you have any questions or comments regarding the information contained in this report, please call us at (305) 944 -3401. Reviewed By: Cana) onald J. Flaiod, Jr., P.L. enc: Report P -59 /Time Charges: LS. Lab No.144 /Test Borings (1) Respectfully submitted, WINGERTER LABORATORIES, INC. L4 /7/ s /.0 Rafael M. Pina, P.E. Florida Registration No. 50771 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61015-18.011 of the Florida Administrative Code. 1820 N.E. 144th St. • P.O. BOX 611450 • North Miami, F1.. 33261 -145(1 • (305) 944 -3401 • 1 -800- 345 - SOIL • Fax: (305) 949 -8698 Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 STEEL • CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F -614 4 TABLE OF CONTENTS Page LETTER OF TRANSMITTAL ii TABLE OF CONTENTS 1 INTRODUCTION TESTING PROGRAM AND CONDITIONS REVEALED 1 GEOTECHNICAL ENGINEERING EVALUATION 2 ENGINEERING RECOMMENDATIONS 2 2 1. Site Preparation 2. Auger Cast (Cast -in- Place) Pile Foundations 2 4 3. Geotechnical Inspector 5 INVESTIGATIVE PROCEDURES SPECIAL REMARKS & ANNOTATIONS 6 APPENDIX A. TEST BORING LOGS B. TEST BORING LOCATION MAP & SKETCH • INTRODUCTION The purpose of this investigation was to obtain specific subsurface data in order to provide an engineering evaluation of the subsurface conditions including recommendations for foundation design for support of the proposed Swimming Pool for the residence at 1245 NE 96 Street, in Miami Shores, Florida Our subsurface exploration consisted of a total of two (2) Standard Penetration Test Borings performed throughout the subject site as shown on Appendix B of this report. The following presents a discussion of the subsurface conditions, detailed geotechnical engineering recommendations, and our Report of Test Boring Numbers B -1 and B -2. TESTING PROGRAM AND CONDITIONS REVEALED Our subsurface investigation consisted of a total of two (2) Standard Penetration Test Borings, conforming to the requirements of ASTM D 1586 which were performed at the site on May 19, 1998 by Wingerter Laboratories, Inc. (WLI). Please see Appendix A for our Report of Test Boring Numbers B - and B -2 for detailed description of the materials encountered and the depth intervals at which they were encountered. The test boring locations are shown in Appendix B of this report. The number, location and depth of the test borings were determined by WLI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and recommendations contained in this report are based upon the conditions revealed in the referenced test borings. A review of the test boring logs indicates that the site of the proposed swimming pool is generally mantled by loose to medium dense light to dark colored sands and fragmented limerock fill present in the first 6 feet of depth, underlain by very soft, compressible silts and very loose silty sands with traces of decomposed organic material extending to depths ranging from 9 to 9.5 feet below the existing grade. Beneath, loose to medium dense dark colored sands were encountered extending to depths ranging from 10 to 12 feet, underlain by a soft sandy limestone formation extending to a depth of 15 feet, the maximum depth of exploration. The ground water level at the time of our investigation was encountered at a depth of 5 feet below the existing land surface. Order No. M22757.1(331) 1 GEOTECHNICAL ENGINEERING EVALUATION Evaluation of the subsurface data obtained from the soil boring logs, using accepted geotechnical engineering criteria, indicates that the existing subsurface conditions encountered at the site of the proposed swimming pool are not suitable , and in our opinion, can not provide adequate support for the proposed pool if constructed using conventional methods. The plastic silts and loose silty sands encountered between the depths of 6 to 9 feet below the existing grade are highly compressible, which can cause differential settlement throughout the area, which can be detrimental to the proposed pool. Therefore, it is our recommendation that the proposed swimming pool and surrounding deck be supported upon a pile foundation system, capable of transmitting the loads to the more stable limestone formation encountered below the soft compressible soils, thereby reducing the risk of settlement. Fourteen (14) inch diameter auger cast (cast -in- place) piles are recommended herein. These piles when installed to a depth of 20 feet below the existing grade are expected to develop a maximum allowable axial compressive capacity of 20 tons. ENGINEERING RECOMMENDATIONS 1. Site Preparation 1.1. Site area shall be cleared and grubbed to remove and dispose of all vegetation and debris. 2. Auger Cast (Cast -In- Place) Pile Foundations 2.1. Recommended size: 14 inches diameter. 2.2: Bearing capacity: 20 tons. 2.3. Tension capacity: Piles may be considered to develop uplift resistance of 10 tons, presuming that the reinforcing design is adequate for the stated uplift. 2.4. Installation depth 2.4.1. Auger shall be advanced to a depth of 20 feet (referenced to existing site grade). Order No. M22757.1(331) 2 2.5. Physical Criteria: 2.5.1. Augered shaft shall remain plumb within one - eighth of the shaft diameter, that is within 1.75 inches for a 14 -inch pile. 2.5.2. Augering and pumping equipment, and technique shall be at the contractor's discretion on a performance basis by using acceptable installation procedures to deliver an integral pile. 2.5.3. The volume of grout per linear foot of or opile1 hall exceed the theoretical pile volume with a minimum grout 2.5.4. Grout shall be a mixture of Portland cement, fine discretion e t on a performance proportions and admixtures at the contractor's basis. A design mix with confirming strength test results shall be submitted to the project structural engineer for approval prior to installation of the piles. The minimum 28 -day compressive strength of the grout shall be no less than 4000 psi. 2.5.5. Grouting shall be performed in a continuous operation. During extraction of the auger, should volume of grout -take markedly increase and/or injection pressure markedly decrease, auger shall be reinserted to a minimum five (5) feet below the point in question, and grouting resumed. The procedure shall be repeated as frequently as necessary to insure vertical continuity of the grout shaft. 2.5.6. Down -shaft reinforcing details shall be at the discretion of the contractor on a performance basis; however, reinforcing details shall be presented to the project structural engineer for approval prior to installation of the piles. It is, however, recommended that a minimum of one (1) #7 bar, grade 60 through the full length of the pile with three (3) centralizers along the full depth of pile to detect any "necking" action be installed. 2.5.7. Piles shall be installed in a sequence that not he grout e adjacent piles has had time to set such that adjacent p iles are 2.6. Testing and inspection: 2.6.1. At the recommended capacity, a static load test is not required by Section 2405.1(t) of the South Florida Building Code (1994 Ed.). Order No. M22757.1(331) 3 2.6.2. Pile installation shall be witnessed and logged by the geotechnical inspector. Geotechnical inspector shall confirm shaft plumbness, compliance with depth requirements, continuity of grouting, and reinforcing details; inspector's log shall include the preceding and all other pertinent data including pile identification. 2.6.3. Grout shall be sampled and test cylinders or cubes shall be cast for 28 -day strength confirmation at the lea frequency one sampling in each sustained l cubic yards placed, but grouting a operation. 3. Geotechnical Inspector 3.1. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. 3.2. The geotechnical inspector as referenced hereinbefore shall be a Registered Professional Engineer licensed in the State of Florida and experienced in the practice of geotechnical engineering, or his designated field agent. The results of all inspections by the geotechnical inspector v s h � l Rule 61 -18 011 of the Florida duly signed and sealed in accordance Administrative Code. 3.3. The geotechnical inspector shall be retained by the owner, the project architect, or the project structural engineer. Order No. M22757.1(331) 4 INVESTIGATIVE PROCEDURES Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a'2 -foot long, 2 -inch diameter split spoon sampler which is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: A) Cohesionless Soils: B) Cohesive Soils: Consistency Consistency "N" Value Designation "N" Value Designation 0 -4 Very Loose 0 -2 Very Soft 5 - 10 Loose 3 - 4 Soft 11 - 30 Medium Dense 5 - 8 Medium 31 - 50 Dense 9 - 15 Stiff 51 or more Very Dense 16 - 30 Very Stiff 31 or more Hard C) Rock /Limestone and Gravels: "N" Value Consistency Designation 0 - 25 Loose 26 - 50 Medium Dense 51 - 90 Dense The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assurned that the changes in the "N" value are a linear function. The graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. Soil samples will be retained by WLI for a period of thirty (30) days only unless specifically requested otherwise by the client. Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, out no degree of accuracy is stated or implied. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. • Order No. M22757.1(331) 5 SPECIAL REMARKS & ANNOTATIONS In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Furthermore, WLI assumes no responsibility for the accuracy of the reported depths should any excavation, filling or alteration of the site grade occur, subsequent to the date of the drilling operation, without surveying the existing conditions. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. Order No. M22757.1(331) 6 APPENDIX A TEST BORING LOGS St 0 5 10 15 20 25 Page A 1 B-1 MOW anawAL 111111111M1 MINOMMX simmerm mnewmr MVO MUMUIZ UMMUT 'MUSLIM MUMMY MOSOMO 41.114RAMM MIWWWIF [1[441WM =MEMO 7 16 11 40 4 MULTIPLE BORING PROFILE(SUMMARY) Proposed Swimming Pool Addition B-2 13 11 15 20 0 5 10 15 25 DEPTH (feet) WINGERTER LABORATORMI INC. Engineering It Testing 1 ' : Mr. Robert Swiesberger CT: Proposed Swimming Pool Addition ION: As shown on boring location sketch R: J. Cooper RIG: Simco TO WATER: 5.0' SOIL SYMBOLS, AND BLOWS PER SIX INCHES 2 3 4 5 4 3 4 4 3 2 1 t 6 5 8 8 8 4 5 6 6 TEST: BORING LOG SOIL DESCRIPTION Brown to dark gray SAND with trace fragmented limestone with trace roots Dark tan to light brown SAND and fragmented LIMESTONE (fill) Dark tan silica SAND with some fragmented limestone Gray plastic clayey SILT with trace sand • •Gray silica SAND with trace organics Tan to gray fragmented LIMESTONE with trace limesand Boring terminated at 15.0' STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 8 BORING NO.: B -1 ORDER NO.: M22757.1(331) DATE STARTED: 5 -19 -98 DATE COMPLETED: 5 -19 -98 ELEVATION: - SAMPLING INTERVAL 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -9.5 9.5 -10.0 10.0 -12.0 13.0 -15.0 N 5 7 16 11 10 30 50 70 90 i N -value CURVE rmation pertains only to this boring and should not be interpreted as being indicative of the site. Professional CLIENT PROJE LOCAT DRILLE DRILL DEPTH 0 t 2 3 4 5 6 7 8 9 1 0 11 12 13 16 17 — 18 — 19 — 20 — 21 — 22 -- 23 — 24 — 25 — 26 27 28 — 29 — 30 -- 31 32 — 33 This info 20 N.E. 144th Street, • North Miami, FL 33181 51944 -3401 1- 800 - 345 -SOIL WINGERTER LABORATORIES, INC. Page A -2 AI 1 DEPTH SOIL SYMBOLS, AND BLOWS PER (feet) SIX INCHES SOIL DESCRIPTION Brown SAND with trace fragmented • limestone with trace roots Tan SAND with some fragmented limestone (fill) Tan fine silty SAND Gray plastic clayey SILT with trace sand Dark tan to gray silica SAND Tan to gray fragmented LIMESTONE with trace limesand Boring terminated at 15.0' STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 8 9 SAMPLING INTERVAL 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -9.0 9.0 -10.0 10.0 -12.0 13.0 -15.0 N 8 13 2 4 11 15 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. WINGERTER LABORATORIES INC. Professional Engineering & Tasting 051944-3401 1-800-345-SOIL WINGERTER LABORATORIES, INC. TEST BORING LOG CLIENT: Mr. Robert Swiesberger PROJECT: Proposed Swimming Pool Addition LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: Simco DEPTH TO WATER: 5.0' 820 N.E. 144th Street, • North Miami, FL 33181 BORING NO.: B -2 ORDER NO.: M22757.1(331) DATE STARTED: 5 -19 -98 DATE COMPLETED: 5 -19 -98 ELEVATION: - Page A -3 Symbol Description Soil symbols Sand with trace fragmented limestone and organics • Misc. Symbols Soil Samplers Fragmented limestone and sand Sand with some to trace limestone Plastic clayey silt with.trace sand Sand with some to trace organics Limestone with some to trace sand Silty sand Sand Water table at boring completion Standard penetration test 120 . 1 4 4 t h t • 5th Miami, FL 33181 1 LEGEND WINGERTER LABORATORIES, INC. Page A -4 APPENDIX B TEST BORING LOCATION MAP & SKETCH Drawer L. North M1am1. Florida 33261.15291 Robert Swiesberger Proposed Swimming Pool Addition 1245 NE 96th Street, Miami Shores, Florida Order No. M22757.1 Page: B -1 %QcQse. Cok)Ytlo c WINGERTER LABORATORIES INC. Drawcr L. North Miami. Florida 33261.1529 TEST BORING LOCATION SKETCH Ailey TEST BORING LOCATION 69 TS) Res.n etc) cn J E 9 04' S-t(e et PREPARED BY: R.P DATE: S- Robert Swiesberger Proposed Swimming Pool Addition 1245 NE 96th Street, Miami Shores, Florida Order No. M22757.1 Page: B -2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME Of FIRST INSPECTION PERmIT NO. 7°1 1 /32 / 9 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 2. Description of improvement: - y df 4. Contractor's name and address: Van 14; CV .50(6 . triL 1 41C0 12.0 Aver 5. SuNtty:(Payment bond required by owner from contractor. if Name and addNiss: AmountolbondS l(Y)e_. 5. Lender's name and address: 98R408692 1998 AUG 19 11:03 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with Chapter 713. Florida Statutes. the foSowing information is provided in this Notice of Commencement. 1. Lager description of property and steel address: LOT: 5-1 ncitC1C-*. 63 ti.radis■ 3. °omens) name and address: i7 t%I.E • Cito S1 I hore 3)3 S trierni in property: Name and address of fee simple tidehoider: ClAiner O. COLY:rf 0.: DADE 1 ..t • V • C • t of tfro 4, " . 's ir • . • .;•iW b. i. V I K, 'c.. . • • ."401 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)(4)7.. Florida Statutes, Nan* and address: (1_ 8. In addition to himself, Owner designates the following person(S)10 receive a copy of the Lienor's Notice as provided in SKIIOn 713.13(1)(b). Florida Statutes. Name and addrelts: 9. Expiration date of this Notice of Corrunencement: (the expiration date is 1 year from the date of recording unless a sivase el Owner Print Owners Name Sworn to and subscri 5 t 1 9. jg of, , .0" a 4040 ,„, MAWR 0 CC WPM BMW 4. NY. UV rArnertiesinn Fvniroc TO 3DVd SNOS UN O AND WA 0S68-IVE-VS6 4zy of prsparedbraE4licale..._ Address: ( 4 la) AA- Zr..) /av 7 )501 12101-62 2A3 ZO:IT 866I/SZ/80 APPLICATION FOR BUILDING PERMIT Application Is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing 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, whethet'kerein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Addres ....,... -_.., Registered Architect and /or Engineer - Name and address of licensed contractors /J Location and legal description of lot to be built on: MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date v�sC✓v " \�,p Date.-.1 f ‘ 5,0 - e No. \. Street q,40. ..?A:L Lot Block Subdivision Street and Number where work is to be done \-.\ � - q— State work to be done and purpose of building (by floors) .. NC and for no other purpose. New Building Remodeling ✓ Addition Repairs No. of /Sttorii — es �_ To be constructed of Kind of foundation_ }.- .,�..r� Roof Covering . f - ... Estimated Total cost of improvements $ -... .. C/ 0 l Amount of Permit $ O.1 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby su all the plans and pecifications for said building. A otices with referen the building d its - construction may � `� be sent to ` !l . '... -'-:gin. CI N_Q -DJ C-4'1/4/rt...,, A°`^ ._ ll.a.n..„. 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 complied 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 ' nspection on t site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s . .. tractors, >.;rk to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Sign-. STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. Permit No._... ©L Disapproved D_ (Signed) �1.' (f://1 `" ding Inspector Read, Sworn to and Subscribed before me. Notary Public, State of Florida O , 1..0 , Gt 5o . h•• e My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. LOCATION 1245 :. i. 96th Street r - GARBAGE TAX RECORD PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER 4 �%/. / L .../41,4 1940 /1 ".C/ /0 °, a / ir i. _ ■ - 6 /, • - M' Ac I%ti�ll ;i 1941 1 .-,1 .a Cl ')- ', / • V • 1942 1943 O /0 .Q — , / a /-- 3/-" / 3 _ _- ‘_/r / JSC U - Ay, 1 , V 194 -l 2 2- Ap& Z/ L A. I . e ∎./ x-.2-4 I 1945 / 0 0 '() /)%nv ,7� ` "." - 11 . 4 S�` ��t 3 –/ q— �F-�s- /_1C`V J/4V _2-/4-11 .., I i Z / 4 Z 97/ 1946 tt 1. 1947 < ' rs?. 4e. _. ��/yH4 M II 1948 1949 /I'. 0- 4 /)/5/fri i .1 -3i -4y 1/5.e, - 0-0. -. • el //no (1 f, e 1 950 ' /:- 3/- 5 /4'ft 6 LOCATION 1245 :. i. 96th Street r - GARBAGE TAX RECORD 1245 N. E. 96th St by year annual tax period usQ amount paid date paid recei,p 4 James L. o Armstrng �y /z Lk 11 /45 /:.:,� �•3 /sf la.- mss -s� / 74 . a -- a- -sL- rol 1 OWNER'S NAME Ati z 3't'$ONG, DR. JAMES PRESENT ADDRESS 1243 N. E. 96th Street LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 1245 N. E. 96th Street LOT BLOCK SUBDIVISION GENERAL CONTRACTOR Frank J. Rooney ADDRESS 5880 N. E. 4th =venue PHONE NO. LICENSE NO. 3296 �7 ff BUILDING PERMIT NO. 7992 199 DATE 6/2s% h9 PERMIT FEE $ 6.00 BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. I PLAN CUBE CU. FT. EST. COST $ 2,000.00 DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: JDH DATE 6/2j/49 NEW CONSTRUCTION TYPE STORIES! ROOF CONSTRUCTION INTERIOR CONSTRUCTION REPAIRS DESCR IPTION X ALTERATION DESCRIPTION ADDITION Alter ;;nest ruom to uental office SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE-SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE 4 INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION PERMIT NO. DATE FEE TEMPORARY SERVICE $ 4 SEAMS & LINTELS SEPTIC TANK / S SEWER FRAMING $ SOLAR HEATER I $ $ GAS $ $ $ $ FINAL DATE BY RE- INSPECT BY RE- INSPECT BY CLEAN -UP ROUGHING CONTRACTOR PHONE PERMIT NO. I DATE FEE S NEW BLDG. I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ $ SEPTIC TANK $ S SEWER $ $ SOLAR HEATER $ $ GAS $ $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING ROUGHING GAS H. W. HEATER CONN SEWER SEPTIC TANK SOLAR HEATER FIXTURES FIXTURES & FINAL CONTRACTOR PHONE PERMIT NO. DATE FEE $ 1 NEW BLDG. 1 ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY 4 .,4 BUILDING ELECTRICAL PLUMBING Owner of Building Q 1 Architect Contractor or Builder 1 t tom` k Legal Lot Description PERMIT N° 7992 ork to bg perform 4l under this Permit Address of ` Value of Building - Project Bl. MIAMI SHORES VILLAGE, FLORIDA Signe r oemd Subdi- vision This permit is granted to the contractor or .uilder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are c : • d without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named abov assum:. the -sponsi 'lity for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans r dra . gs ` :: - tements or specifications . th t he assumes respon- sibility for work done by his agents, servants or employees. - In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all or ances and��egg�1�i on:n pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authd?Iliks o Miami Sh�pealYiilAgetS In accepting -tli permit I ass �me fespcTibility for all work done b either myself, my agent, servant or employee. C RACTOR OR BUILDER' DAT INSPECTOR Contractor's License No t t .i C c,r V `L.-- -- ; _ 1 94 Amt. of Permit AUTHORITY Council Approved__ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 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 regula- tions 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 the work. Date NOV ./ Owner's Name and Address Dr James L. Ai mstronR N 1245 Registered Architect and /or Engineer Name and address of licensed contractor Little Jobbers, 9201 N. ". 4th Location and legal description of lot to be built on: Lot Block_ _ Subdivision Street and Number where work is to be done Above State work to be done and purpose of building (by floors) AeueliY _sl reens Ave. _________ — - --- -_------- ____ -- -__ _ and for no other purpose. New Building___— ___— _ —_—___ Remodeling____— —__ Addition Repairs No. of Stories To be constructed of — _ __ —__ Kind of foundation Roof Covering Estimated Total cost of improvements $ 47,33 Amount of Permit $ —_ Zone cubage required— Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that be 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 complied 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 subcontractors, on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. l Permit No Date Read, Sworn to and Subscribed before me. Disapproved — _ _________ Date — Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Date Disapproved , 19 Street N E. 96th St. to me well known, Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING Owner of Building Architect CONTRACTOR OR BUILDER PERMIT N? 5948 W s k to be ' er Contractor or Builder Legal Lot Descripti. n MIAMI SHORES VILLAGE, FLORIDA Bl. under this Permi Address of I Value of 40 Amt. o Building / � i Project Ced """'• Permit ■ ,. This permit i�ed to the contract of or bui d r named above to construct the buil g or to install the equipment or vice described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th the understanding that the work will be performed in compliance with any plan, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked t any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this it is granted is the understanding that the contractor or builder named above assumes the responsibil , for a •ugh knowledge of the ordinances and ations pertaining to the work covered hereby whether shown on the plans or drawings or in th to ments o sp• ifications and iat he assumes respon- sibility for work done by his agents, servants or employees. In consideration of the issuance to me of this permit I agree to perform the work covered hereunde in compliance with lrdinances and fe pertaining thereto and in strict conformity th the plans, drawings, statements or specifications submitted to the proper author ti of Miami Shotrs�Vi11'age. din accepting this perm'' I assume responsibhi y for all work done by either myself, my agent, servant or employee. . Signed. - IN Subdi- vision BY DATE Contractor's License 0 7 By i ECTOR AUTHORITY 1947 7 r MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing 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 the work. Date Feb • >42 Owner's Name and Address _Dr.__ _James __L.•.__Amstto _ Registered Architect and /or Engineer Name and address of licensed contractor little Jobbers 9201-- ItL TIII - -- 4th--$ Y9 • ____.__________ ______________________________� Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1245 N.E.__ .6_thSt„__ _________ State work to be done and purpose of building (by floors)._ desk,___painting Repair, g1a tQr, creen_s,_windows, and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering _ Estimated Total cost of improvements $ 122 :57 Amount of Permit $ Zone cubage required _________________flan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to 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 complied 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 subcontractors, qn work to be performed under this permit, as are licensed by Miami Shores Village. LI TT JOBBERS Remarks (Signed) � STATE OF FLORIDA, f COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. Permit No Date y Read, Sworn to and Subscribed before me. Disapproved r =, B ate Notary Public, State of Florida (Signed) y4"'-= Bufding Inspector My Commission Expires Chairman Member Member Council Approved PLANNING BOARD DATE ,1948 No._ _1245___111.__ Itreet _______ -- Member Member Member NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. Date Disapproved ______Date has been obtained from for inspection or faulty BUILDING ELECTRICAL PLUMBING Owner of Building ,, a MIAMI SHORES VILLAGE, FLORIDA DATE PERMIT N° 6205 Work to performed and this Permit ! ( I I. l .l 1 1 t 'L / i ~') e - a y 2 1. Architect Contractor 1- or Builder ____.4.1 Legal Lot . Bl. Description Address of Building This cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plan drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at aNy time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this i ermit is granted is the understanding that the contractor or builder named above assumes the responsibility or a thorough knowledge of the ordina es and lations pertaining to the work covered hereby whether shown on the plans or drawings or in th5ystat ems or specifications and that hs- es spon- iility for work done by his agents, servants or employees. Subdi- vision o construct the building or to install the equi ment or device in the appli- Signed: Contractor's / License No Amt. t 6 Permit �..,. By AUTHORITY 194_ In consideration of the issuance to me of this permit I agree to perform the work covered hereunder compliance with all prdinances and tegula 'ons pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shofes Village. In accep ' • g this permit I assume responsibility for all work done by either myself, my agent, servant or employee. Form 130-41-241-5m Architect CITY OF MIAMI FLORIDA OFFICE OF BUILDING INSPECTO APPLICATION FOR BUILDING PERMIT • Owner's Name and Address lding during cifications, m ust be kept at bul (A copy of this Application, together with one copy of plans and s progress of the work) Application is hereby made for the approval of the detailed statement of th submitted for the building or other structure herein described. This application formity with the Building Ordinance of the City of Miami, Florida which said Ordinan 7th, 1919. All provisions of the Laws of the State of Florida, all ordinances of the City of and regulations of the Building Department of the Cityof Miami, shall be complied with, whe fied or not. lans and specifications i co liance and con- ade in comp roved Jelly was ,app all rules Tamer and specs -- 192---- 7 Date - Street '• No..__ _ al ri he_ - 44241, 7� t `°t► et.rr 1 9 q 7 f / �' �� tN 44 SubJii js (...+ ion �/ 414• . Y Street and Number where work is to be cjgne % ('� f ' ' ■ r Purpose of building (by floors) Name and address of contractor or builder Location and legal description of lot to be built on: Lot S" t° - 1 Block New Building Remodeling Estimated cost of Improv Type of Constru ction Roof covering ^'_ Ni STATE OF FLORIDA, SS. COUNTY OF DADE. Before me, the undersigned authority, a notary public, knowledgments, personally appeared and for no other purpose. • Repair Addition Number of Stori ments (not including furnishings) $ % Z p00 do t,... . A-/4 esr- trthA ,�tiew , Foundation G' w` , ...•••••••"*- Y■O Footing do Number of persons to be accommodated (maximum) per floor Size of building lotILS 4-'/.sd Distance from next nearest adjoining building (from all sides except street) Heating system, if any (kind) (yes or no) Plumbing (yes or no)_Elec. (yes or no) Elevators: passenger freight , manufacturer Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said b ilding. All notices with reference to the 13 • d- ing and its construction may be sent to (Signed) 1 " 0 ' duly authorized to administer oaths and take ac- 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 building; 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. Read, sworn to and subscribed before me, (Signed) Notary Public. My Commission Expires This space represents the lot; make outline of ground plan showing distance of building from all lot lines. (Signed) TO BE FILLED IN BY BUILDING INSPECTOR `_ i 2 �` issued upon above Application No.�- PP lication Classification Disapproved , 192 Reasons • ryt 192 . MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ ELECTRICAL PLUMBING o PERMIT Na 6091 ROQFING ❑ D s {e_ E . 1,-) �.1.�s-w, Owner of Building Architect Contractor a or Builder Legal Description Lot CONTRACTOR OR BUILDER B1 Work to be Signed: 4 +.-' 1�iL � INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance w all ordina d regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. Address of r . , r / V alue of '3 a S I I Amount of S� Building +K 4 Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Tom_ • ilk. DATE C9 ' 5-154477 9 Lice ract No 7 C.3 5 i t„c4-v, Licenss No. performed under this Permit BY 1 9 00 - 11 t c Y7 CIAL Subdi- vision AUTHORITY All Ilialthnj t STATE OF FLORIDA DEPARTMENT OF STATE Division of Archives, History and Records Managemenl DS•HSP.3AAA Rev. 3.78 Site No. Site Name M.R. Harrison Residence 830= = Survey Date 8504 820= _ Address of Site: 1245 NE 96th Street, Miami Shores, FL 905= _ Instruction for locating on N side of NF 96th Street between NF 19th A -. - -.. ._ . - Location Miami Shores Sec. 3 S. S 6 7 868= = subdivision name block no. lot'no. County: Dade 808= = Owner of Site: Name: Flack, Nancy J Address: 1245 NF 96th St., Miami Shores FL 902= = • Type of Ownership private - 848= = Recording Date 832= = • Recorder: Name & Title Stofik, Marty Address MSHPB Condition of Site: Integrity of Site: Original Useprivate residence 838 = = Check One Check One or More ❑ Excellent 663= = r Altered ase= = Present Useprivate residence 850 = = Dates: Beginning +1929 844 = = ❑ Good 863= = ❑ Unaltered 858= = Culture /Phase American 840 = = DO Fair 863= = I Original Slte 858= = Period 20th Century 845 = = ❑ Deteriorated 863 = = ❑ Restored ( ) (Date: )( ) 858 = = ❑ Moved ( ) (Date: )( (858 = = NR Classification Category Threats to Site: None Check One or More El Zoning ( )( ❑ Development( )( ❑ Deterioration( )( ❑ Borrowing ( )( ❑ Other (See Remarks Below): FLORIDA MASTER SITE FILE Site Inventory Form Building N )878= = El Transportation( )( )( )878= = ❑ Fill( )( )( ) 878 = = ❑ Dredge ( j( N )878= = 878 = = Areas of Significance Architecture, Government, Construction FDAHRM 802= = 1009= = 813= = 818= = 916= = )( ) 878 = = )( ) 878 = = )( ) 878 = = 910= = Significance: Home was designed for and built by M.R. Harrison, president of M.R. Harrison Construction which has built many significant buildings in Dade County. He was a member of the first Miami Shores Village Council and served on the Planning and Zoning Board. M.R. Harrison Construction was one of the firms which built the, privately -built section of Biscayne Boulevard, the last major project of the Shoreland Company which develope Miami Shores. The architect, Robert Law Weed, was one of the architects who set the style of the Miami Shores development. The home was built during the second phase of the community's growth. Noteworthy features include the use of native oolitic limestone on entrance door surround and as caps on stepped parapet over porch roof, and a formal car entrance gate into a car park centered with a very large ficus tree. Property is a designated Miami Shores landmark. 911 == ARCHITECT _ Weed ,Miami, FL) BUILDER M.R. Harrison Construction (Miami, FL) STYLE AND /OR PERIOD Mediterranean Revival PLAN TYPE L- shape /irregular EXTERIOR FABRIC(S) rough stucco 854 = = STRUCTURAL SYSTEM(S) concrete block _ 856= = PORCHES S: arched bays on ends, 3 bays on front formed by square masonry posts; access N #S: open loggia fronting E wing, 2 bays, access S 942__ = FOUNDATION: concrete block 942 _ = ROOF TYPE: multiple hip 942 = = SECONDARY ROOF STRUCTURE(S): porch, shed, barrel tile 942 _ = CHIMNEY LOCATION: w, end, int. 942= = WINDOW TYPE: wood casement, jalousie 942 = = CHIMNEY: CBS 882 = = ROOF SURFACING: barrel tile 882 = = ORNAMENT EXTERIOR: stucco, oolitic limestone NO. OF CHIMNEYS one 952 = = NO. OF STORIES two NO. OF DORMERS none Map Reference (incl. scale & date), Miami Shores Village Plat 1980 Latitude and Longitude: Site Size (Approx. Acreage of Property): LT 1 LOCATION SKETCH OR MAP r 3 ?:.t NE. 7 7 S � 5 Jl K p, /1 ,31: \Y 4% ST. t& 1 JO 19 ld It 1 02 !0 73 24 : :1 lG !G :7 ,0 /4 2 tae °l5 971 5 T• 1, sORM I t el 1 1 a I ihi /oee 16 n 3 .t ll 9 P 7 }i 2 .4 r 30 Co Si 206 0 Contact Print ■44S NE gtc5s. II Township Range Section 5 53S 42E UTM Coordinates: Tone — Fasting MfTiing re Photographic Records Numbers 85N101HG10A /85N101HG11A[85N101HG12A 860 = = 872 = = 874 = = 964 = = 966 = = 882 = = 950 = = 954 = = 809 = = 800 = = 833 = = 812 = = 890 = = • AI- OF FLOIriDik DEPARTMENT OF STATE Division of Archives, History and Records Management DS-HSP•3E 9 -74 Physical Description: CONTINUATION SHEET Site Name M.R. Harrison Residenct 1245 NE 96 St. Miami Shores, FL Structure is a two -story Mediterranean Revival residence. W wing of L is fronted by porch with arched bays on each end and three bays on front formed by square masonry posts with fan -like supports. The E wing is fronted by an open loggia with 2 arched bays. Two sets of French doors from W wing lead to courtyard formed in L. 2nd story W wing front (S) has French doors leading to balcony with shaped masonry support. Oolitic limestone windowsills. Stepped parapets on each end of porch roof capped with oolitic limestone; arches screened and set with wrought iron grills. Formal entrance is on W from formal carpark created by masonry wall, masonry posts with oolitic limestone caps. Entrance door has massive oolitic limerock surround. Detached garage on NW of property is of similar style and construction. • 1 W UMW 11 It MI.H1 3•0RC 3 GO•I • C°rrTRy CIJD" RRCRE(TY P b • NC loon ,Ve 98 Sr 97" sr. mum .sr gaff 0 W N.C. 93 sou BMW Y /!L •GC /40/4•17 /u+ •407x0 in[IW+f d[ +. r°r. c 57.4 H AVM glidil Ann giliffeW most 94 ^5 411111111* yea: ST. r, . Tt7n�.r- 2 Boa SINIO mama tIMOOFINO AIROMMINFI N. E cam'mvaaa �mmmmmm�m° N. E. C. 9/ TL 97 TERRACE w > Z 1, IMEGION Mai NMI KIM 92j _ N. 'C' N., E ebb CZEOPOilli ST. A ° 1 / 1 Asps /iimIII I i ink = / lb 111111 111111 9 MOP racito URNIKER iT1:ii1 . = W Ell TM EILI WE ES NM ili We MOM 111 smog= 7 0©0 / or AMOK la ROOM v 0M1 / 5 c A (Events /OC (44 - 5)) 99 7 = , m ST. N E. 00 W. WE WE 5 O I00 TN. I 0 i mow AM NW • I(E. 10 • •• . 5S*. • 1A • , .+11"zuwf T. ® ® � ® • W 5 NE • T. ':r NC t�J J1 ORA /NA Agar HC. 56 5S* 97nt 5L 93••• ST. N / !•E u) Z NE IO0 3 . ST Mem , Fonda , 1 m mo �� 4' ® : �om�€ ' _ /ire® Kra m�m� � ;I ; d � � �.,., a t 000c�011r , / l� ®apace ha . MUNIMMEINIMIN / AnOQionompoomonsio Ms i 9/°" _ fCRlp 1 1Nt M.[ 10 5T. •, ,+ •I N H MOM MOMA0000000v0S /• m000 121 • .,.v W , I •• G C •I • 10 • ►I 7 • • • /O3 R. 3S*. mmissecrotiVe vg, onion Minesti s z a JULIA c rurr2I (e7-4) 13 H aie appgopp En 'too 1° 04. G A 1 � NA L • • III 11 m 21 t YI' / Al N E. 9Z•" c• 44 • 1' • ACT T - q 14•RES CCRTCR 3 ,+ Ta •GT - � 0 • d 3 ;1. TREES* n•'.5f°C.74. SUL ( mEAmt S4o05, cc. M150/11 51101• LS VILLAGE LIMITS 41111 WWII! 04 0 ;245- mt g6 s - , . •