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Pool 2002°- =Essig Pools, Inc. oid CARETAKER gg In-floor cleaning system 2' -6" Main Drain 3' -1" 2' -2" U/: Jason Pavlow 2' -4" 2'_1" Leaf Trapper Drain GAS HEATER 4' -6" cHLORINA 2' -10" 2' -3" 2' -6" Leaf Trapper Logo rarAts: 0 4 0 11 0 1 co old ®O® Fransisco Campa SCALE :3 /16 " =1'0" Leaf Trapper DRAW DATE. 10/09/2002 DR► E2428A026 NOTES: ( ARRA 333 X85 ) REVISIONS L CHECK LOCAL GOES & SAFETY STANDARDS IN YOUR AREA AS THEY VARY & MAY REQUIRE SPECIFIED DRAINS OR MULITPLB DRAINS. T. ANY MODIFICATION MADB TO TIES DBSION ELECTRONICALLY OR OTHERWISE WILL VOID THE CARETAKER CLEANING GUARANTEE. 3. PLEASE NOTE THE TYPE OF HEADS THAT HAVE BEEN SPECIFIED FOR THIS SYSTEM AS THEY WILL AFFECT THE CLEANING GUARANTEE. 4. THE CARIiTAKER CLEANING GUARANIES WILL ONLY APPLY TO AREAS IN WHICH HEADS ARE SHOWN. 5. DUE TO INCREASED FLOW REQ HREMIEFrrS THE SPECIFIED PUMP HAS CHANGED. 6. THE LEAF TRAPPER WILL AID DI THE REMOVAL OF SURFACE DEBRIS WHEN LOCATED ACROSS THE POOL FROM TINE SKIMMER. INSTALL LEAF TRAPPER DISCHARGE AS SHOWN BY ARROW. WflE N LOCATED ON THB POOL THE LEAF TRAPPER MUST NOT BE IN A RAISED DECK AREA. FOR. ELEVATED LEAF TRAPPER (RAISED SPA) APPLICATIONS REFER TO SECTION III OF no LEAP TRAPPER INSTALLATION BULLETIN. 7. THIS SYSTEM REQUIRES 100% OF TEES FLOW GENERATED HYTIE;PUMPS WE HAVE LISTED. OPERATION OF ANY ADDITIONAL WATER FEATURES WILL AFFECT THE CARETAKER SYSTEM PERFORMANCE. Skimmer 1 l Capplezt m 1999 CSI AIIRIghu lenavad F1LTS 1I ONE OF THESE PUMPS MUST BE USED TO VALIDATE THE 99% CLEANING GUARANTEE. AMFRIGINULIRAFLOW 384373 F.5 AQUA- FLODOMINAMIR 140155001 1.5 HAYWARDNORTHSTAR M'?THSLAR 1.5 ILAYWARDSIBTRD SP -3015 1.5 IAGZ/ZR1 -HEEAD 151,-5 1.5 Amy ANDY 1.5 PACFARCEALLFJJGER1I 001-N1-1 1/2 FE 1.5 STA- RITEMAX- E07.IS3 P -4ESF 1.5 PiJR& WIESTE1FLOW 1.5 N 0@cisoo® L 4 4 0 1 0 0-069 .0 0 4 3 0 0.073 0 0 0 1 0 1 -3 71 0 0 0 3 00 0 73 0 0 0 3 00-073 1 1 :". 1 .5d 22 V 23 ,r . 24 25 sea / to �1 2? „ 28 „ 29 „ 3o „ 3l' „ 32 h 33 50� CERTIFIED TO: FRANCISCO CAMPA; SIGNATURE TITLE GROUP, INC. ARIEL POPLACK, P.A.; ATTORNEYS TITLE INSURANCE FUND; AMERICA'S WHOLESALE LENDER AMD/OR ITS ASIGNS AS THEIR INTEREST MAY APPEAR. DATE Nov. 3, 1097 ORDER 9740 DRAWN BY �L G. FB /4 -G5 W.M. F.I.P. Revised July 10, 2000 LOCATION MAP scats / so' N 9/ —TE R. LEGAL DESCRIPTION: Lot 25, the East 5.00 feet of Lot 24 and the West 20.00 feet of Lot 26, Block 1, of "WATERSEDGE", as recorded in Plat Book 9,Page 141 of the Public Records of Dade County, Florida. PROPERTY ADDRESS: 1201 N.E 91 Terr., Miami Shores, FLorida, 33138 SURVEYOR'S NOTES: 1). THIS IS A BOUNDARY SURVEY. 2). LEGAL DESCRIPTION AS PROVIDED BY OWNER. 3). THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH, THEREFOR ONLY THOSE EASEMENTS (IF ANY), DEDICATED BY THE AFORMENTIONED RECORDED PLAT, AND/OR LEGAL DESCRIPTION HAS BEEN SHOWN. 4). ALL ELEVATIONS THUS WERE DERIVED FROM DADE COUNTY BENCHMARK No. B-62, LOCATOR INDEX 3250 S. ELEVATION 8.74 FT., NATIONAL GEODETIC VERTICAL DATUM OF 1929. FLOOD INSURANCE RATE MAP INFORMATION COMMUNITY N0. PANEL NO. SUFFIX DATE OF FIMA FIRM ZONE BASE FLOOD ELEV 120652 0093 J MARCH 2.1994 AE 8.0 FT. SURVEYOR'S CERTIFICATE 1 HEREBY CERTIFY: That a Survey of the property as described in the foregoing caption has been made under my direction. and meets the minim= technical standards set forth by the Florida Board of Professional Land Surveyors in Chapter 61-G-17 of Florida Administrative Rules, pursuant to Section 472.027 of Florida Statutes. 1 FURTHER CERTIFY: That this SKETCH OF SURVEY is an accurate representation of such survey,and is true and correct to the best of my knowledge and beief, and that no visrble encroachments exist, except as shown hereon. CAMPA & ASSOCIATES, INC. LAND SURVEYORS 8013 WEST 16 AVE. HIALEAH, FL. 33014 Ph. (305) 558 -8072 FAX (305) 558 -2153 JOSE L. .•A PROFESSIONAL LAND SURVEYOR # 2936 STATE OF FLORIDA • t LEGEND OF ABBREVIATION: C.B.S. = Concrete block structure Sty. = Story Conc. = Concrete Res. = Residence = Center line C.L.F. = Chain link fence O.E. = Overheah electric service A.C. = Air conditioner F.F.E. = Finish floor elevation = Water meter = Found 1/2" pipe NOTE: Not valid unless sealed with an embossed Surveyor's Seal SKETCH OF SURVEY SCALE: I". 20' PI • o 4' 1 /ii -e Fence (Utr/', -J / L21._ / Pole 1 090' NX 020_ 1 3' N • �: Cork. O • 5/a b_ • /5954 ; 75.00' .9/ s>• 7EPR f o ae 040 IQ. A 11 430, 00 '' EVIATION: Mock structure ie • ik fence ih electric service jitioner loor elevation neter 1/2" pipe unless sealed 1 Surveyor's Seal SKETCH OF SURVEY SCALE: I". eo' utddy FIR P o(t 1 P /orate, Cork, 5 ,bi ,4C•Un ; 4' 145 7 5 •: Conc. 5 /ob • POOL kEQWIf ELF - CLOSING/ GATES R N 4' ! -/ii -e FenCe� p , L • i A ti x —x— .9/ 5t i ERR. O 63' 4a oa NCE/ ACE I (We) acknowlec g7 tpt a ra� ss ''' pool, spa or hot tub will be constructed or installed at 'la v C `1 Miami Shores,. Fl., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self- closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is e mpleted for contract purposes, will constitute a violation of Chapter 515, . and wi • e onsidered as committing a misdemeanor of the second degree, punishable es up to $' s and /or up to 60 days in jail as established in Chapter 775, F.S. CONTRACTOR'S NAME (PLEASE PRINT) . NOTARY PUBLIC 'S SIGN !" & DATE BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE (305) 795.2204 FAX (305) 756-8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT .4/C/ CC) ( PLEASE P OWNER'S KENNETH SHERMAN Notary Public, State of Florida x) . Ma 24, 2003 rnntm. No. CC819725 r V J y Date to /2-tioil Miami Shores Village Building and Zoning Department Attention: Building Official DoT Z( , 13 /k 1 SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as , located at \ ZA \ 1..)e 9 ( In accordance with Section 33 -12(0, Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. 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S 1.; AT;` Pb'I.Y1 q1)4.•. St. IQIj . QVER,{r.A' ? 7 ACttli tAt i / rte . : a F aoc+� "cav ?��s, ttso t.PT },_ .. f r F.t ........ -.. ICY nM^� Ai '" T' sc * 1*? 1 // GV/)C , 744 41 C 7( )7"5 Al ♦.3 ( / / / !/)e � I r / /t Tvp C<, �� 1 S � Q / f 'y 0... , L' l.)l/ C r r" !J4 b G L .5'a -r-q, / C � , /Q .. ! ! j - '- z a'a !,..7�ha Q. rr)1 } r ' S �f �7 /r), ' a A. ' , ?' ? `�.'CU c,�l _ c u � cor/7 chf- ! : ' . • 4 Ff: i�` ` t ,1( r; ^� 1 k �.sw.� v�i .f I - 'T - -. _ COLUMN SCHEDULE SIZE SIZE REMARKS VERT. / BASE PL. TIES / CAP PL. TC 12 "X8' 4 # 5 #3 @8" O.C. SEE DETAIL - A TD 8' X 8" FILLED CELL 1 # 5 SEE DETAIL - B/C ST TS3 "X4 "X1/4" 5/8 "X8 "X8' BASE PL W/ 2 3!4' DIAM HILTI - KWIK BOLTS 5/8'X8 "X8" BASE PL W/ 2 - 3/4" DIAM HILTI - KWIK BOLTS SEE DETAIL - D EXTERIOR DOOR SCHEDULE PGT WIND -GUARD SERIES WINDOW TYPE SIZE TYPE OF GLASS REMARKS 1 ALUM. FRENCH DOOR 71 3/4" W X 84' H IMPACT RESIST O ALUM. FRENCH DOOR 60" W X 84" H IMPACT RESIST EXISTING DRIVEWAY 46' -0" EXISTING SINGLE FAMILY RESIDENCE FIN. FLR. ELEV + 8' -6" NGVD NE 91 TERRACE PL 75.00' EXISTING LANDSCAPED YARD EXISTING ENTRY COURTYARD EXISTING LANDSCAPED YARD 75.00' - -PL FOLIO # 11- 3205 - 001 -0210 PROPERTY ADDRESS: 1201 NE 91 TERRACE MIAMI SHORES, FLORIDA 33138 lr- 14' -6" NORTH SITE /LOCATION PLAN SCALE: 1/8" = 1' -0" LEGAL DESCRIPTION: LOT 25 & EAST 5 FEET OF LOT 24 & WEST 20 FEET OF LOT 26, WATERSEDGE SUBDIVISION AS PER PLAT BOOK 9 PAGE 141 OF PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA 0 0 cj N EXISTING 4" SQ. STEEL COL TO REMAIN i7 L' 5' -51/2" O L_ ZONE4 / P +44.0 - P =\ -53.3 - - - rn — PROVIDE NEW CONC. TIE COL SEE DETAIL 3 I II I I II I I o II * I L — — — JL — — — J EXSITING LAUNDRY REMOVE EXISTG SLIDING GLASS DOOR d WINDOW & PREPARE OPENING TO RECEIVE NEW FRENCH DOORS 0 0 o ZONE 4/ 4 : +.(1.0 -PA/45.0 EXISTING LIVING ROOM EXISTING KITCHEN EXISTING STUDY P.T. WOOD DECKING AND STEPS UNDER SEPARATE PERMIT BY OTHERS — REMOVE EXISTG WALL PATCH TO MATCH EXISTG COND. (TYP) 12" X 12" CERAMIC TILE FLOOR FINISH TYP. THROUGHOUT ZONE 4 / +P +44.0 - P= `1 O PROVIDE NEW —J CONC. TIE COL. SEE DETAIL A EXISTING TIE COL TO REMAIN O 6' 4' _J EXISTING SITING ROOM REMOVE EXISTG SLIDING GLASS DOOR 8 PREPARE OPENING TO RECEIVE NEW FRENCM DOORS I CL TE EXISTING BEDROOM DENOTES LIMIT OF SCOPE OF WORK 6' 4" ZONE'4 *P'= +41.0 ! p =-4 / OPERABLE / J 14'8" ZONE 4 +p = +41.0 /P= -450 OPERABLE` 4" CONC. SLAB 12" X 8" CONC. REINF. W /6X6 THICKENED EDGE - W1.4X1.4 WWM FOOTING W/ 2 #5 OVER WELL CONT. COMPACTED CLEAN FILL L. J 1 1/2' 2' T EXISTG OPENG TO BE FLLED IN T J t 12 { 8" 4 000 1!.0" EXISTING ENTRY COURTYARD , 3' 411/2" vfss 1 " 1 ( 1. ■ EXISTING TIE COL. I TO REMAIN I — PROVIDE NEW CONC. TIE COL. SEE DETAIL B \ DENOTES LIMIT OF SCOPE OF WORK EXISTING BEDROOM NORTH FLOOR PLAN SCALE: 4" = 1' -0" EXISTING BEDROOM 0 © COPYRIGHT 2002 THE ABOVE IDEAS, DESIGN, FORMAT AND TECHNIQUES ARE THE PROPERTY OF FELIX L PEREIRA, ARCHITECT. NO PART THEREOF SHALL BE COPIED, DUPLICATED, TRANSMITTED, DISCLOSED TO OTHERS, OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. I _ 5.0 5.0 \ \O . ..gam / / \ \ O. O g am / /� INFILL EXISTG OPENING. STUUCO TO MATCH EXISTING STUCCO FIN. REFER TO DETAILS AS NOTED ON FLOOR PLAN. EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) G TO REMAIN (TYP) EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) DENOTES LIMIT OF SCOPE OF WORK DENOTES LIMIT OF SCOPE OF WORK O REAR ELEVATION - SOUTH SCALE: 4" = 1' -0" O FRONT ELEVATION - NORTH SCALE: a" = 1' -0" ()SIDE ELEVATION - EAST SCALE: 4" = 1' -0" ZCN +F =+e2.4 Fr .E17) 1 --.... I DENOTES LIMIT OF SCOPE OF WORK EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) O SIDE ELEVATION - WEST SCALE: 4" = 1' -0" © COPYRIGHT 2002 THE ABOVE IDEAS, DESIGN, FORMAT AND TECHNIQUES ARE THE PROPERTY OF FELLX I. PEREIRA, ARCHITECT. NO PART THEREOF SHALL BE COPIED, DUPLICATED, TRANSMITTED, DISCLOSED TO OTHERS, OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. / I I I I VIM! / / 1 1 I _ 5.0 5.0 \ \O . ..gam / / \ \ O. O g am / /� INFILL EXISTG OPENING. STUUCO TO MATCH EXISTING STUCCO FIN. REFER TO DETAILS AS NOTED ON FLOOR PLAN. EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) G TO REMAIN (TYP) EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) DENOTES LIMIT OF SCOPE OF WORK DENOTES LIMIT OF SCOPE OF WORK O REAR ELEVATION - SOUTH SCALE: 4" = 1' -0" O FRONT ELEVATION - NORTH SCALE: a" = 1' -0" ()SIDE ELEVATION - EAST SCALE: 4" = 1' -0" ZCN +F =+e2.4 Fr .E17) 1 --.... I DENOTES LIMIT OF SCOPE OF WORK EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) O SIDE ELEVATION - WEST SCALE: 4" = 1' -0" © COPYRIGHT 2002 THE ABOVE IDEAS, DESIGN, FORMAT AND TECHNIQUES ARE THE PROPERTY OF FELLX I. PEREIRA, ARCHITECT. NO PART THEREOF SHALL BE COPIED, DUPLICATED, TRANSMITTED, DISCLOSED TO OTHERS, OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. / / i . : T VIM! / / .E / v / / \_p, OP COE \P I ELE \ / / , PE MI . E" LL/ \ i E / I _ 5.0 5.0 \ \O . ..gam / / \ \ O. O g am / /� INFILL EXISTG OPENING. STUUCO TO MATCH EXISTING STUCCO FIN. REFER TO DETAILS AS NOTED ON FLOOR PLAN. EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) G TO REMAIN (TYP) EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) DENOTES LIMIT OF SCOPE OF WORK DENOTES LIMIT OF SCOPE OF WORK O REAR ELEVATION - SOUTH SCALE: 4" = 1' -0" O FRONT ELEVATION - NORTH SCALE: a" = 1' -0" ()SIDE ELEVATION - EAST SCALE: 4" = 1' -0" ZCN +F =+e2.4 Fr .E17) 1 --.... I DENOTES LIMIT OF SCOPE OF WORK EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) O SIDE ELEVATION - WEST SCALE: 4" = 1' -0" © COPYRIGHT 2002 THE ABOVE IDEAS, DESIGN, FORMAT AND TECHNIQUES ARE THE PROPERTY OF FELLX I. PEREIRA, ARCHITECT. NO PART THEREOF SHALL BE COPIED, DUPLICATED, TRANSMITTED, DISCLOSED TO OTHERS, OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. / I _ 5.0 5.0 \ \O . ..gam / / \ \ O. O g am / /� INFILL EXISTG OPENING. STUUCO TO MATCH EXISTING STUCCO FIN. REFER TO DETAILS AS NOTED ON FLOOR PLAN. EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) G TO REMAIN (TYP) EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) DENOTES LIMIT OF SCOPE OF WORK DENOTES LIMIT OF SCOPE OF WORK O REAR ELEVATION - SOUTH SCALE: 4" = 1' -0" O FRONT ELEVATION - NORTH SCALE: a" = 1' -0" ()SIDE ELEVATION - EAST SCALE: 4" = 1' -0" ZCN +F =+e2.4 Fr .E17) 1 --.... I DENOTES LIMIT OF SCOPE OF WORK EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) O SIDE ELEVATION - WEST SCALE: 4" = 1' -0" © COPYRIGHT 2002 THE ABOVE IDEAS, DESIGN, FORMAT AND TECHNIQUES ARE THE PROPERTY OF FELLX I. PEREIRA, ARCHITECT. NO PART THEREOF SHALL BE COPIED, DUPLICATED, TRANSMITTED, DISCLOSED TO OTHERS, OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. I VIM! I _ 5.0 5.0 \ \O . ..gam / / \ \ O. O g am / /� INFILL EXISTG OPENING. STUUCO TO MATCH EXISTING STUCCO FIN. REFER TO DETAILS AS NOTED ON FLOOR PLAN. EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) G TO REMAIN (TYP) EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) DENOTES LIMIT OF SCOPE OF WORK DENOTES LIMIT OF SCOPE OF WORK O REAR ELEVATION - SOUTH SCALE: 4" = 1' -0" O FRONT ELEVATION - NORTH SCALE: a" = 1' -0" ()SIDE ELEVATION - EAST SCALE: 4" = 1' -0" ZCN +F =+e2.4 Fr .E17) 1 --.... I DENOTES LIMIT OF SCOPE OF WORK EXISTG TO REMAIN (TYP) EXISTG TO REMAIN (TYP) O SIDE ELEVATION - WEST SCALE: 4" = 1' -0" © COPYRIGHT 2002 THE ABOVE IDEAS, DESIGN, FORMAT AND TECHNIQUES ARE THE PROPERTY OF FELLX I. PEREIRA, ARCHITECT. NO PART THEREOF SHALL BE COPIED, DUPLICATED, TRANSMITTED, DISCLOSED TO OTHERS, OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. I PROJECT REPLACE EXTERIOR DOOR 1201 NE 91 TERRACE MIAMI SHORES, FLORIDA 33138 111ATTTT.'T7'L TXTUVATI111 A 'PTrATT_ 0 W rjD U W i 0 o Q CV \. o 9IP F E L I X I. P E R E I R A A R C H I T E C T A R 1 6 0 2 0 I y) REVISIONS 1 COMMISSION NUMBER ° 2002- 11 -PC- 001 DATE: 11 -18 -2002 SHEET DRAWN BY: A -03 CHECKED BY: XX OF XX I CNI O + N u Lu LT DRILL 7/8' DIAM HOLES X 6' DEEP @ CENTER OF EXISTING CONC. BEAM FILL W/ EPDXY (FOR OVERHEAD USE) EXISTING 4 " SQ. STEEL COL TO REMAIN DRILL 7/8' DIAM HOLES X 6' DEEP @ CENTER OF EXISTING CONC. BEAM FILL W/ EPDXY (FOR OVERHEAD USE) O NEW CONC. COLUMN DETAIL SCALE: 3/4" = 1' -0" 5' -5 1/2" OERAB(E U PROVIDE NEW CONC. TIE COL. SEE DETAIL 8 0 0 i L REMOVE EXIST'G SLIDING GLASS DOOR / WINDOW & PREPARE OPENING TO RECEIVE NEW FRENCH DOORS 8' X 12' CONC. COLUMN W/ 4 #5 VERT & # TIES @ 8" O.C. 1 - #7 DOWEL X 3' -0" LONG r- - — 5 - 5 " BOTTOM OF EXISTING CONCRETE TIE BEAM 1 - #6 DOWEL X 3' -0" LONG 8" X 12' CONC. COLUMN WI 4 #5 VERT & #3 TIES @ 8' O.C. TOP OF EXISTING CONCRETE SLAB EXISTING LIVING ROOM Z_A P.T. WOOD DECKING AND STEPS UNDER SEPARATE PERMIT BY OTHJERS i CI REMOVE EXIST'G WALL. PATCH TO MATCH EXIST'G COND. (TYP) 5-4 1/4" NORTH PARTIAL DETAIL PLAN SCALE: 1/2" = 1' -0" ZONE 4 P= +410 -45.9 OPERABLE DRILL 3/4' DIAM HOLES X 5' DEEP INTO EXISTING CONC. BEAM FILL W/ EPDXY (FOR OVERHEAD USE) TYR. AT EACH BAR PROVIDE NEW CONC. TIE COL. SEE DETAIL A NEW CMU WALL NEW CMU WALL 0 DRILL 3/4' DIAM HOLES 5' DEEP @ CENTER OF EXISTING CONC. BEAM FILL Wl EPDXY (FOR OVERHEAT USE) AT EACH BAR —\ () NEW CONC. STARTER COLUMN DETAIL SCALE: 3/4" = 1'-O" 1' -0" BOTTOM OF EXISTING CONCRETE TIE BEAM 1 - 115 DOWEL X 1 #5 VERT IN CMU CELL FILLED WITH 3000 PSI PUMP MIX CONCRETE. LEAVE ONE FACE OF CMU OPEN. TYP. 8' CONCRETE STARTER COLUMN WI 2 - #5 VERT. 1 - #5 DOWEL X 3' -0' LONG TOP OF EXISTING CONCRETE SLAB i/ r EXISTING TIE COL. 10 REMAIN DRILL 3/4' DIAM HOLES X 5' DEEP INTO EXISTING CONC. BEAM FILL W/ EPDXY (FOR OVERHEAD USE) TYP. AT EACH BAR. DRILL 314' DIAM I IOLES X 5" DEEP @ CENTER OF EXISTING CONC. BEAM FILL W/ EPDXY (FOR OVERHEAD USE) AT EACH BAR O FILLED CMU CELL DETAIL SCALE: 3/4" = 1' -0" 6' -4" ® 11 ZONE \4 yP= +4 / -P= -45,0 / OPERABLE, 4" CO j C. SLAB REINF. W/ 6X6 - W1.4X1.4 WVVM OVER WELL COMPACTED CLEAN FILL REMOVE EXIST'G SLIDING GLASS DOOR & PREPARE OPENING TO RECEIVE NEW FRENCH DOORS l J CL coo 14' -6" TE -8 T 1 X 8" CONC. THICKENED EDGE FOOTING W/ 2 45 CONT. BOTTOM OF EXISTING CONCRETE TIE BEAM 1 - #5 DOWEL X 3' -0' LONG 1 #5 VERT IN CMU CELL FILLED WITH 3000 PSI PUMP MX CONCRETE. LEAVE ONE FACE OF CMU OPEN. TYP. 1 #5 VERT IN CMU CELL FILLED WITH 3000 PSI PUMP MIX CONCRETE. LEAVE ONE FACE OF CMU OPEN. TYP. 1 - #5 DO WEL X 3' -0' LONG TOP OF EXISTING CONCRETE SLAB 0 ZNE`4 _ +4110 j = -450 OPERABLE, EXISTING 4' X 4' STEEL COLUMN TO REMAIN 6' -4" Z. /7 DRILL 7/8" DIAM HOLES X 8' DEEP @ CENTER OF EXISTING CONC. BEAM FILL W/ EPDXY (FOR OVERIIEAD USE) DRILL 7/8" DIAM HOLES X 6" DEEP @ CENTER OF EXISTING CONC. BEAM FILL W/ EPDXY (FOR OVERI - IEAD USE) EXIST'G 0PEN'G TO BE FILLED IN 5/8 X8 X8 BASE PL W/ 2 - 314' DIAM HILTI - KWIK BOLTS we X 8' X 8' BASE PL W/ 2 - 314" DIAM HILTI - KWIK BOLTS NORTH PARTIAL DETAIL PLAN SCALE: 1/2" = 1' -0" 1l PROVIDE BREAKMETAL CLADDING. FIN. TO MATCH DOORS TYP. PROVIDE SILICON CAULKING WITH BEAD THROUGHTOUT EDGES OF DOOR FRAME TYP. ALUM. FRENCH DOOR. (NEW) PROVIDE SILICON CAULKING WITH BEAD THROUGHTOUT EDGES OF DOOR FRAME TYP. PROVIDE BREAKMETAL CLADDING. FIN. TO MATCH DOORS TYP. PROVIDE NEW CONC. TIE COL. SEE DETAIL B O NEW STEEL COLUMN DETAIL SCALE: 3/4" = 1' -0" O TYPICAL DOOR JAMB DETAIL SCALE: 3" = 1' -0" EXISTING TIE COL. TO REMAIN EXTERIOR INTERIOR NOTE: WINDOW INSTALLER TO PROVIDE & INSTALL BREAKMETAL TO CONCEAL ALL CONNECTIONS AT ALL DOORS. FINISH TO MATCH DOOR FINISH. SEE MANUFACTURERS SHOP DRAWINGS & PRODUCT APPROVALS FOR INSTALLATION DETAILS. BOTTOM OF EXISTING CONCRETE TIE BEAM TS3 "X4'X1/4' SEE SCHEDULE TS 3' X4' X1/4" SEE SCHEDULE TOP OF EXISTING CONCRETE SLAB NOTE: WINDOW INSTALLER TO PROVIDE & INSTALL BREAKMETAL TO CONCEAL ALL CONNECTIONS AT ALL DOORS. FINISH TO MATCH DOOR FINISH. SEE MANUFACTURER'S SHOP DRAWINGS & PRODUCT APPROVALS FOR INSTALLATION DETAILS. O TYPICAL DOOR JAMB DETAIL SCALE: 3" = 1' -0" EXTERIOR INTERIOR ALUM. FRENCH DOOR. (NEW) 1' X 4' P.T. WOOD BUCK — NEW TS 3' X 4' STEEL COLUMN 12' X 8' CONC. THICKENED EDGE FOOTING W/ 2 #5 CONT. HILTt- KWIK -PRO SELF DRILLING SCREWS. 114" - 20 WITH WINGS, PHILIPS FLAT I - LEAD, 2" LONG MIN. SPACE SCREWS 6' FROM EACH ENDS & 8' O.C. TYPICAL 2" X 4' P.T. W000 BUCK 1 14' DIAM X 3' TAPCONS SPACED 6" FROM EACH ENDS & 8' O.C. REST TYPICAL MAX' MASONRY BLOCK WALL NOTE: WINDOW INSTALLER TO PROVIDE & INSTALL BREAKMETAL TO CONCEAL ALL CONNECTIONS AT ALL DOORS. FINISH TO MATCH DOOR FINISH. SEE MANUFACTURER'S SHOP DRAWINGS & PRODUCT APPROVALS FOR INSTALLATION DETAILS. O TYPICAL DOOR JAMB DETAIL SCALE: 3" = 1' -0" 1/2" 3 ' 1/2' 4' CONCRETE SLAB W/ 6X6 10-10 WWM ON VAPOR BAPRIE'2 6 MIL CVcR WILL COMPACTED (JUN FILL - TRZATED — TL-6 I i 1 I I DETAIL - THICKENED EDGE O FOOTING (TYP) SCALE: 3/4" = 1' -0" TYPICAL P.T. WOOD BUCK ATTACHMENT TO STEEL COLUMN - O DETAIL SCALE: 3" = 1' -0" TYPICAL P.T. WOOD BUCK ATTACHMENT TO STEEL COLUMN - D ETAI L OSCALE: 3" = 1' -0" EXTERIOR STUCCO FIN. TO MATCH EXISTG PROVIDE SILICON CAULKING WITH BEAD THROUGHTOUT EDGES OF DOOR FRAME TYP. PROVIDE BREAKMETAL CLADDING. FIN. TO MATCH DOORS TYP. ALUM. FRENCH DOOR. (NEW) PROVIDE BREAKMETAL CLADDING. FIN. TO MATCH DOORS TYP. PROVIDE 5/8' GYP. WALL BOARD FIN. OVER 1' X 2" P.T. FURRING STRIPS PROVIDE BREAKMETAL CLADDING. FIN. TO MATCH DOORS TYP. PROVIDE SILICON CAULKING WITH BEAD THROUGHTOUT EDGES OF DOOR FRAME TYP. ALUM. FRENCH DOOR. (NEW) PROVIDE SILICON CAULKING WITH BEAD THROUGHTOUT EDGES OF DOOR FRAME TYP, PROVIDE BREAKMETAL CLADDING. FIN. TO MATCH DOORS TYP. 1' X 4' P.T. WOOD TS3 "X4 "X1/4" STEEL COLUMN EXTERIOR INTERIOR © COPYRIGHT 2002 THE ABOVE IDEAS, DESIGN, FORMAT AND TECHNIQUES ARE THE PROPERTY OF FELIX L PEREIRA, ARCHITECT. NO PART THEREOF SHALL BE COPIED, DUPLICATED, TRANSMITTED, DISCLOSED TO OTHERS, OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SULLNOSE COPING BRICK ON SAND ATI-1ERPROOF GFI RECEPTACLE LOCATED 10 - 10 FEET FROM POOL WATER EDGE CLEANER INLET 1'6" WIDE SWIMOUT MA IND RA IN LEAF TRAPPER MAINDRAIN DECK 0 DRAIN 150W GAMS LGT POOL REQUIREMENTS: SELF- CLOSING/ SELF- LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON - CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY FOOD. LAYOUT 1/4" . 1'0" BRICK ON SAND LEAF TRAPPER NOTE: LEAF TRAPPER MAINORAIN 18 NOT CONNECTED TO SUCT ION SIDE OF PUMP AND DOE8 NOT REQUIRE ADDITIONAL MAINDRANN. EXISTING RESIDENCE POOL EQUIP � , ;OA 4' CHAIN 150A U.G. rwik � 0 , LINK FENCE 15.0 SERvICE h ` � 9.1 12.16 26. - 1 F� WATER 9434 PANEL N.E. 91 TERRACE SEWER WOOD FENCE SITE FLAN 1 " = 20' INTERLOCKING BRICK 34.81 =111111= 111111 = 111111 =11111 l- 111111 -111 I Ii- 111111- POOL WALL 0 EQUIP 4' CHAIN LINK FENCE POOL COPING 3R!CK ON S,4ND DET4«. NO SCALE ELEV. TOP OF POOL WALL 6.2 DEPTH OF POOL 5.0 ELEV. TOP OF MAINDRAIN 12 FLOOD CRITERIA 5.0 ELEV. TOP OF MAINDRAIN 12 POOL IN FLOOD CRITERIA 3.8 LESS 2'0" HYDROSTATIC VALVE 1.8 SLAB THICKNESS REQUIRED 9" BRICK OR STONE 6" CERAMICS WATER LEVEL COPING - nui1 6" THICK S1- IOTCRETE WALLS REINFORCED WITH " 3 BARS AT 10 " CENTERS BOTH WAYS ••" THICK SHOTCRETE FLOOR SLAB REINFORCED WITH " 3 BARS AT 10 " CENTERS BOTH WAYS. "" SEE NYDROSTATIG UPLIFT 2 "6 THWN + 1- 2P -50A 2 "10 THWN IN 1- 2P -20A '4" COND. - IP -13A GFI F.P.L. AQUADYNE PANEL METER 200A DISC. I- 2P -60P PLUMBING NOTES: TIMER 4 SWITCH 3.12 THWN IN 1 /2" CONDUIT 28 V. D.C. GENERATOR ELECTRIC RISER D FAGRAM NO SCALE NOTE: BASED ON INFORMATION PROVIDED THIS OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. ELECTRICAL NOTES: STRUCTURAL NOTES: ANTI VORTEX - MAINDRAIN I I/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED FOOL SECTION NO SCALE 3 "8 THWN IN 3 4" COND. HP HEAT PUMP 2 "14 THIN + 1"12 THWN IN 1/2" COND. 110v/12v TRANSFORMER 2 " +• THWN + 1"12 THU.N IN I" COND. JUNCTION POOL Box L IGHT 1 HP PUMP TO CHLORMATIC NOTE: PROVIDE "S BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE A CONCRETE DECK 15 NOT PROVIDED, PROVIDE A "8 BARE COPPER BONO WIRE FROM tHE POOL STEEL t0 THE EQUIPMENT TO THE PANEL. WHERE A CONCRETE SLAB IS PROVIDED, THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE "5 REINFORC- ING SAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE PERIMETER STEEL TO THE EQUIPMENT. A SHEATHED GROUND WIRE, SIZED IN ACCORDANCE WITH THE RISER DIAGRAM SHALL BE PROVIDED FROM THE EQUIPMENT TO THE PANEL. I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPIN G 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE TO DRAINAGE WELL IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 5. ANTI VORTEX MAINORAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 1. ALL PIPING SHALL SE INSTALLED N ACCORDANCE WITH THE FLORIDA BUILDNG CODE - PLUMBING SECTION 309 AS IT PER- TAINS TO BOUYANCY. ••"12 FOR 150WSAM I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAMING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P5I. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BAKED ON ACCEPTED ENGINEERING PRINCIPALS. POOL COPING 12 4" 1 M AX] SAME THICKNESS AS WALL SOIL NOTE: MAX. PRESSURE VELOCITY LESS THAN 10' /SEC MAX. SUCTION VELOCITY LESS THAN 8' /SEC WATER LEVEL 0 NE 2" TILE STRIP OF CONTRASTING COLOR SUJIMOUT DETAIL NO SCALE SAFETY NOTES: RECIRCULATION PUMP I HP, 50 GPM AT 60' TDH SELF - PRIMING AIR RELIEF VALVE 11/2" POOL WASTE BASED ON A vISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE FOR T1-4E DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. EQUIPMENT ISCM TRf C NO SCALE MIN. 18" BELOW WATER LEVEL 2"3 BARS ACROSS NICHE POOL FILTER WITH 100 SQUARE FEET OF FILTER SURFA:.:E AREA C 4RT'RI D GE 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN 15 OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR ,4N APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GALE. TO BE ACCc*1PLIS1-1ED BY OTHERS. POOL BARRIER REQUIREMENTS: THE POOL SHALL BE COMPLETELY CIRCUMSCRIBED BY A FENCE OR BARRIER IN COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE IS TO BE USED AS THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT 1-4/45 A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND 15 EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM/ SHALL SOUND IMMEDIATELY AFTER THE DOOR 15 OPENED AND BE CAPABLE OF BEING HEARD THROUC 4OUT TI-4E HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI -5 -95. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: "THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." POOL WALL STEEL 1" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL UNDERWATER LIGHT DETAIL NO SCALE 5 HP HEAT PUMP W/ INTERNAL BYPASS TEE SAME SIZE AS PUMP SUCTION POOL DATA: 334 5 SURFACE AREA (SQ. FT.) VOLUME (GALLONS) TURNOVER (HOURS) PERIMETER (FEET) DECK AREA (SQ. FT) S5 131 NOTE: STEP STEEL NOT REQUIRED LOAD CALCULATIONS: WATER LEVEL WEIR TURBO BOOST INLET GENERAL LIGHTING: 2000 SQ. FT. x 3 WATTS / SQ. FT. = 6000 WATTS APPLIANCE AND LAUNDRY ROOM = 4500 WATTS RANGE = 12000 WATTS DISPOSAL = 800 WATTS DISHWASHER = 1200 WATTS REFRIDGERATOR = 1200 WATTS DRYER = 5000 WATTS WATER HEATER = 4500 WATTS TOTAL = 35200 WATTS POOL LIGHTING = 150 WATTS TOTAL = 35350 WATTS 18" 12" 12" STEP DETAIL. NO SCALE POOL COPING FIRST 10 KW AT 100% = 10000 WATTS 25350 WATTS AT 40% = 10140 WATTS TOTAL = 20140 WATTS AIR HANDLERS = 1500 WATTS HEAT PUMP = 5500 WATTS POOL PUMP = 2500 WATTS SKIMMER SECTION NO SCALE TOTAL • 35640 WATTS / 240 VOLTS • 148.5 AMPS NO SCALE PROVIDE SCREEN MESH AT JOINT 1 HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED 4 RISERS AT 10 " EACH OPTIONAL 2" TILE OF CONTRASTING COLOR POOL DECK MIN. 15 SQ. IN. BASKET 11/2" " TURBO RETURN 2" SUCTION TOP OP POOL OR SPA T COPING, WHICHEVER HIGHER VENT DETAIL -- 4YDROSTATIC UPLI NOTE: IF THE POOL IN FLOOD CRITERIA 15 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED.