Loading...
567 NE 96 St (10)TJ ❑ N W 29' -9" FUTURE FOUNTAIN LINE 16" X 46" SWIMOUT W/ TILED EDGE. 24' -6" NOTE: LAYOUT OF POOL AND HOUSE DRAWN BY SUBMITTAL OF SURVEY FROM THE POOL CONTRACTOR HORNER IS NOT RESPONSIBLE FOR ANY DI DUE TO ANY ILLEGIBLE DIMENSIONS. nl 4' EXISTING FENCE - VERIFY LOCATION N FIELD. 3' (TYP 10.42' R5' 6 -6 �: EXISTING WALKWAY SCALE I /8" = 1' - 0" 6'X8' SPA RAISED 12" W/ a - JETS,2 DR4INS 2 -HP PUMP,2 -HP BLOWER, SAL LIGHT,3- STEPS, AND 30" SPILLWAY. v 1' 32' LONG CLEANING LINE W/ VAC -LOCK 44' 6 ' - " 1• 6' -6" 9' 6' -6" 13' ES1ENCE FF E . 1 0.92 ' POOL NC NORTH FUTURE FOUNTAIN L INE CONSTRUCTION NOTES (I) POOL PERIMETER DOES NOt INCLUDE 11 LF OF POOL DAM WALL. (2) 1.5 HP STA -RITE PUMP FOR POOL. (3) 2 HP STA -RITE PUMP FOR SPA. (4) RELOCATE EXISTING DRAINFIELD, VERIFY LOCATION IN FIELD. EXISTING WALKUTAY' 15' -4" 26' -3" f usessimirm git r� LANDSCAPE SCREEN PER CODE 11 11 11 1 11 11 11 11 C Lye If' 4-1 pc�e A , 7 .111 ALARM NOTE: ALL WALLS THROU 1 WH1CN .4 OPENING PROVIDES ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM AUDIBLE WARNING WHEN THE OPENING OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. 30 SECONDS AFTER THE OPENING IS OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD WMTN N THE DWELLING. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARLY DEACTIVATE TI ALARM FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54" ABOVE THE THRESHOLD OF THE THE OPENING. 1 POOL PUMP: POOL FILTER: POOL INLETS: SKIMMER: POOL LIGHT: OOL HEATER TYPE: POOL HEATER SIZE: CLEANING LINE: CLEANING SYSTEM: CHLORINATOR: NOTE: REAR EXTERIOR LIGHTING AND OPENING ALARMS PER CODE (BY OTI-IER ; q:7 '' U �Y (/ / te u 7 ) 7 NYI S4 IC UPLIFT CCILPUTATI S A ',:k FLOOD C ELV. FOR 4 A TOP OF P is V. 3 BOTTOM OF POOL EL HY HEAD AL LOWANCE HYDROSTATIC VALVE -20' NET HYDRAULIC HEAD 3 0 USE MIN. 6" TI -41CK CONCRETE FLOOR SLAB • POOL SIZE: POOL PERIMETER: VOLUME: (GALLONS) POOL EQUIPMENT COPING: TILE: SWIMOUT: LADDER: HANDRAIL: AUX. POOL SPILLWAY SIZE: LIONS HEAD: SPRITZER /SPRAY HEAD: THERAPY JETS: FIBER OPTIC SPOT(S): PERIMETER LIGHTS: POOL ENCLOSURE: FOOTERS L.F.: DECO -O- DRAIN: PILING POOL: 0 002 1.5 HP 150 SF 4 SAM H -PUMP H -125 VAC N/A A -PILOT 1 16'X32' 1 1 72 L 1 1 14.373 1 BN 6" 18 "X48" 1 NO NO 30" 1 N/A 1 N/A 1 IN / A I I N/A 1 1 NONE 1 11117111111 ( INO 1 NAME: BYRD ADRESS: 567 NE 96TH STREET CITY /STATE: MIAMI SHORES,FL LOT 17/1 SLOCK 99 Lo 4S 2 SPECIFICATIONS POOL DEPTH: POOL AREA SQ. FT.: TURNOVER RATE AUXILLIARY POOL EQUIPMENT AUX. POOL PERIMETER AUXILLIARY PUMP: AUX. POOL JETS: AUX. POOL LIGHT: AUX. HEATER TYPE: AUX. HEATER SIZE: RASED: STEP(S): BLOWER: TURNOVER RATE: POOL FINISH ITEMS HANDHOLDS: INTERIOR FINISH: DECK S.F.: CAPPING S.F.: DECK TYPE: WATER FEATURES FOUNTAIN FEATURE: SHEER DESCENT: OTHER: OTHER: LGGHT FEATURES COUNTY: MIAMI -DADE 0 10.42' 3 4.42' 2 0 I YES I D -BRITS 1 1014 SF 1 N/A REMOTE :I NO 1 COLOR WHEEL: LIGHT SWITCH: 1 YES 1 # OF COLORS: ADDITIONAL FEATURES GLASS BLOCK TYPE: GLASS ROWS HT: GLASS ROWS WDTH. 1 OF GLASS BLOCKS. MSL MSL MSL 13' TO 6' 1 1 427 5F 1 12.99 HRS 1 1 26 L 1 2 HP 8 1 SAL I W /POOL 1 N/A 1 12" 3 2 HP 111.22 MIN I PAVER IFUTUREI 1 N/A 1 N/A 1 N/A 4 1 N/A 1 ©M1 1 N/A 1 1 N/A 1 1 YES 1 HC . 0 ?- 1335 -19 JOB# D AWN Y:MSW DATE:05 /06/02 PAGE 1 OF 3 PAGE 14 BOOK 15 SUBDIVISION: MIAMI SHORES SECTION 4 CHARLES W. YOCOM 0 W N N N r. V 4 cr• OO z W Z X O < nn u." 0 0 1) ♦ 0 tO 03 • LL � m W W Q U W Q W J W Z • 1 U W Z • W p Q Z O � W � D Z U) Z� O � W U c O W o- Z Ln O N • u ENE AL NOTES CODE REQUIREMENTS - Private swimming pool and spas must comply with chapter 424.8 Florida Building Code, 2001. Mechanical Requirements - All piping, equipment and materials used in the plumbing system of swimming pools (Spas) that are built in place shall conform to the Ftortda Building Code, Plumbing. (42423). All piping materials shall be installed In strict accordance with the manufacturer's installation standards. Compliance - All materials, piping, values, equipment or appliances entering into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. Engineering Design - Design, Construction and workmanship shall be in conformity with ANSI / NSPI 4, 1992 "Standard for above ground / on ground residential poolst and NSPI -5," Standard for residential swimming poolst published by the National Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Teeting and Certification: All pool and spa suction inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANS /ASME A112.19.SM, "Suction Fittings for Use in Swimming Pools, 'pas, Hot Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Note: Do not use or operate pool or spa If the suction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet ey.tem, such as an automatic cleaning system, is a vacuum cleaner system which has a single suction inlet, or multiple suction Inlets which can be isolated by valves, then each suction inlet shall protect against user entrapment by either an approved antivortex cover, 12" X 12" grate or larger, or other approved means. In addition, all pools and spas shall be required to have a backup system which shall provide vacuum relief should grate covers be missing. Alternate vacuum relief devices shall include either: 1. Approved Vacuum Release System 2. Approved Vent Piping 3. Other Approved Devices or Means auction inlet Per Pump: A minimum of two suction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet or located on two different planest Le., on the bottom and one on the vertical wall, or one each on two separate vertical walls. These tuction inlet. shall be plumbed such that water is drawn through them simultaneously through a common line to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fitting(s) shall be located in an accessible poettion at least 6 inches and not greater than 12 inches below the minimum operating water level or ae an attachment to the ekimmer(e). Valve - Valves shall be made of materials that are approved in the Florida Building code, Plumbing. valves located under concrete slabs shall be set in a pit having a least dimenaton of five pipe diameters, minimum 10 inches, fitted with a sultable coyer. Waste Water Disposal - Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. Tests - All pool piping shall be inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or air pressure test of not lees than 35 pet for 15 minutes. Per manufacture recommendations, no air test shall be approved for PVC pipe and fittings. Sec. 4242.12.1 Pressure teats. Water Heating Equipment - Swimming pool water heating equipment shall conform to the design, construction and installation requirements in accordance with accepted engineering practices and shall bear the label of a recognized testing agency, and shall include a consideration of combustion air, venting and as supply requirements for water heaters Sec. 4242.14.1. It must contain a thermostatic or high - pressure control switch so the pool water dose not exceed 104 degrees F. Sec. 424.2.14.4 water heating equipment shall be installed with flanges or union connections adJacent to the heater. Gas Piping - Gas piping shall comply with the Florida Building Code, Fuel Gas Sec. 242.15 Electrical - Electrical wiring and equipment shall comply with the National Electrical Code. Pool Enclosure - Residential Pools shall comply with section 4242.11.1 through 4242.113 Ladders and Steps - All pools shall be provided with a ladder or steps in the shallow end where the water exceeds 24 inches. There water depth exceeds 5 feet, there shall be ladders, stairs or underwater benches / swim out in the deep end. Filters - The entire design of matched components shall have sufficient capacity to provide a complete turnover of pool water in 12 hours or lees. Pool Fittings - Fool fittings shall be of an approved type and destgn as to be appropriate for the specific app Itcatlon. Sec. 4242.132 Joints and connecttons, FBC plumbing Sec. 60521, purple primer required on PVC piping. Skimmers - Skimmers shall be installed on the basis of one per 1000 SF of surface area or fraction thereof. Hydrostatic Relief Device - in areas of anticipated water table an approved hydrostatic relief device shall be Metalled. Exception is plastic liner pools. Concrete / Steel - All floors 4 walls of pool to be pneumatically applied concrete with a min 2S day compressive strength of 2500 psi. All reinforcing steel to conform to A.S.TM. 615 grade 40. Soli Statement - Based upon rational analysts, the soil in this area has a 1500 psf sage bearing capacity after excavation and compaction. Should any muck, marl, or other organic soils be discovered on excavation. They should be removed in their entirety. This pool requires 1500 psf bearing capacity, Pool Staking - This destgn engineer assumes no responsibility for pool construction in easements or required setback areae. Plot plane not prepared from legal surveys of the existing lot and residence are so indicated. The pool contractor eha11 verify all dimensions In the field and establish lot ltnee. The pool contractor shall establish locations of all utilities at the site. Mtn. clearance dimensions shall be held as required by the local regulatory agency. in general, hold a distance of 10 feet from overhead electrtc Imes to open pool water. Existing Structures - The pool contractor shall always take all precautions to protect existing structures from failure by sheeting and /or shoring cr other methods the design engineer accepts no responsibility for the safety of existing structures. Backfill - The contractor shall backflll the pool elicit with caution. The plumbing shall not be disturbed. Backfill shall be accomplished with clean sands, fee or organic material and shall be placed in 12" thick layers each layer shall be compacted to 90 develop soil placement. UJar■tng - 7o empty pool after construction, for repairs or any other reason, the Hydrostatic uplift pressures beneath the pool must be eliminated to prevent the pool from floating upward. The owner must consult a pool contractor or pool repair contractor experienced In eliminating uplift pressures. FBC -2001 Sec 4242.9 water supply, local) ord. *2553 -95, backflow required on water service. Diving - No diving board and no diving is allowed on any pool less than S'0" deep and specifically designed for diving. This pool is not designed for diving unless specifically stated on the site plan. Horner Plane - This plan remains the property of Horner Consulting Engineers, Inc. It is not transferable from one contractor to another with out written permission of Monier Consulting Engineers, Inc. NAME: BYRD ADRESS: 567 NE 96TH STREET CITY /STATE: MIAMI SHORES,FL HCE# 02- 1335 -19 DR BY:MSW DATE:05 /06/02 PAGE 3 OF 3 2002 LOT 17 /1EBLOCK 99 PAGE 14 BOOK 15 COUNTY: JOB# SUBDIVISION: MIAMI SHORES SECTION 4 MIAMI -DADE CH ARLES W. YOCOM 0 c0 N N N 4 • Z W Z X 0 u. 0 z vi ce W W Z 0 z W 0 Z 1 Z 0 0 ce W Z ce 0 0 0 to 1 W J 4 0 LL W 0 D Q J Q N 0 LL. W Z W 0 a. N PUMP SIZES AVG. FLOW VENT SIZES MAX. LENGTH I HP 60 GPM I" 13 FT L5 HP 15 GPM I• 92 FT 2 HP 100 GPM 1" 122 PT 25 HP 135 GPM I• 165 FT 3 HP 145 GPM IN 111 FT FJ' z HEATE LEGEND 2 WAY VALVE CHECK VALVE 3 WAY VALVE 3' MIN. FROM INSIDE EDGE OF DRAIN TO INSIDE EDGE OF DRAIN m TILE - (TYP.) SWIMOUT DETAIL I8 i 0 3 • 10 "o.c. EA WAY (SEE TYPICAL WALL SECTION) N.T.S. 3 WAY VALVE HYDROSTATIC VALVE 11/2" WELL. POINT IL L 3 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) 1. 11" MAX. RISER HEIGHT MUST BE UNIFORM 2. *2 "TOTAL TOLLERANCE FROM UNIFORM RISER HT. 3. 240 SQ.IN MINAREA OF FIRST STEP DETAIL Or STEPS N.t,S, 2 "X30" SPILLWAY 0 WALL 2" BELOW BEAM 2'1 6' AUTO PILOT CHLORINATOR WL (2) 8" AUX. POOL DRAINS W/ ANTI- VORTEX GRATE SECURED W/ SCREWS. 4 COPING TILE AUX. POOL DETAIL N.T.S. PRESSURE GAUGE AIR RELIEF VALVE FILTER y;('�y 80GPM a 60 PUMP W/ \-HAIR 4 LINT STRAINER :- 1' PIPING SCI• -IE WELL POINT DETAIL LIGHT NICH COPING _ t .1112`%1r`i41111aran ` DIM. IS TO WATER LEVE 171111117 ) TOP op BEAM 6" WALLW /�3 O/C EACH WAY OR W/ 2MATSOF �I' P8 O/C EAGH WAY. �� SEE TYPICAL WALL SECTION FOR DETAILS ....z.....9 2" TO PUMP H 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. II* SLOPE (TYP.) MAX. 32' 26' 6' I:1 MAXIMUM SLOPE LONGITUDINAL POOL SECTION N.T.S. 11• SLOPE (TYP.) MAX SLAB REQ. FOR EQUIPMENT) TER ANCHOR — I( 2) 90. BENDS c4 N � N T Z- PUMP HEATER PMENT ANCHORING \-(1) � BEND POOL tI I" VENT LINE 11 SAFETY VACUUM RELEASE SYSTEM (SvRS) MAIN DRAIN WP MANUAL STARTER SWITCH (TYP) TO SERVICE PANEL WP GFI 10' TO 20' FROM WATER 8 fY 48" MIN. m4 r8" MIN. r POOL DECK f (I) SAM LIGHT (I) SAL LIGHT w/ LOW WATER CUT OFF DEVICES (2) JUNCT. BOXES SPST TOGGLE SWITCH I" NON - CORROSIVE COND. (2) 12v TRANS. 3 '12 N 1/2" COND. A UTOPILOT W/ HEAT PUMP ELECTRICAL DIAGRAM PUMP MOTOR PUMP MOTOR BLOWER MOTOR 3 "8 IN 1" COND. 2 -w3 CONT. COPING TILE WATER LINE 5 "106" MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END APPROVED FINISH 6" MIN. INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL SLOPE 111111E111111_- 11111 2" COVER (CENTER) 6" TOP t 6" BOTTOM W/ I'3 AT 10" O.C. EACH WAY. STEELTEX FORM, KRAFTBOARD OR EQUIV. *3 AT 10" O.C. E.W. BOTT. CENTERED TYPICAL WALL SECTION ( FOR DEPTHS TO 6' -0" ) 1. TI--!S 84FE1 r VACUUM RELIEF SYSTEM IS A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A M.1:CMU.' -1 OF 4.5 IN.NES OF MERCURY. 2. THIS SYSTTiM IP' A BACKUP TO PROVIDE SUCTION RELIEF- 3+40ULL) EN1 RAPMENT OCCUR 3. P001.. ANP SPA SUCTION INLETS SHALL BE .1O /G)ED WITH A COVER THAT COMPLIES WITH ANSI /A.:ME A112.19.3M 4. THE VELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 5. CHECK VALVES CANNOT BE INSTALLED ON THE SUCTION SYSTEM. 6. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL. 1. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF THE MAIN DRAIN LINE. a. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. 9. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE 18 STEP DETAIL N.T.S. HANDHOLD DETAIL N.T.B. LOCATE e WATERLINE NOTE: PROVIDE A WAND HOLD NO MORE THAN 9" ABOVE THE NORMAL WATER LEVEL. ❑ P 0 ❑ 2❑ 6 33' -9" 2 6 EXISTING WALKWAY BASED ON FOLLOWRJG EQUATION ONE HP PUMP FLOW RATE 60 60GPM / 160X1.48) • 013369 CUBIC FEET PER SECOND. FLOW X 3 SECONDS (CODE REQUIRED) • MAXIMUM SIZE OF OPENING. 013369 X 3 • 0.4011 CUBIC FEET AREA OF I" VENT PIPE • 00E45 SQ FEET THE ALLOWABLE LENGTH • 0.4011 / £0545 • 13.6 FEET THEREFORE, FOR A WP PUMP AND I• VENT LINE, THE MAXIMUM LENGTH OF pips 18 13.6 FEET 100.00' VENT PIPE MAXIMUM LENGTH NE 961 STREET SITE 1= /AN SCALE: I" = 20' 34' -3" 200 AMP PANEL rt w B EQUIPMENT P 2 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. D [D ❑1 III 0 lIl NAME: BYRD ADRESS: 567 NE 96TH STREET CITY /STATE: MIAMI SHORES,FL HCE# 02- 1335 -19 DRAWN BY:MSW JOB# DATE:05 /06/02 PAGE 2 OF 3 LOT 17/183LOCK 99 PAGE 14 BOOK 15 SUBDIVISION: MIAMI SHORES SECTION 4 COUNTY: MIAMI -DADE CHARLES W. YOCOM 0 V y IfT V '0 N I N N N N V � Ln .. u 0 .. Z W Z X 0 < ^ 2 LL a. 0 J LL W J Q 0 Z W Q W J W Z C7 LL Z W p Q z � � W J Z rr � Z W 0 W E- Z Ln LL (� 0 Nb = LO AN 'TDH 2 MATIC PUMP W/ HAIR 4 LINT STRAINER 90GPM e 60'TD N.T. ANTlVORTEX GRATE TO BE FASTENED WITH SCREWS 4' -0" MIN. ROCK BED N.T.S. 1 W/P J.B. AIR BLOWE 3/4- PVC COND. 1 #8 SOLID COPPER BOND WIRE TO - TERMINATE ON POOL DECK PREFAB. LIGHT NICHE E DETAIL (NOTE: 4" MIN. CONC i UMP FRAME FILTER TANK MOUNT AND I -EATER IF SPECIFIED 13/4" x 3/16" TAP CON. - REINFORCED CONC. SLAB II�IIl1I II FILTER L PUMP, FIL AND HEATER PONTS(TYP.) NOTES: ANCHOR BOLTS THROUGH BASE (1 3/4" x 3/16 ") (TAP CON) FOR POOL PUMP 4 FILTER HEATER SHOWN AS OPTIONAL (4) I V2" 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 EQU CO 14A • 5 rokl 5 1 - H Rt4EM (:)9101:) utQl WtheL- R4M4,0(.30JA 41R P4tA)LeR t1/410Oct-L- - RFY84-24 f RC(-co. 5E-e rrM ru - EAT - loK\K/ - rat/St, CFM - z.c.)<Jo i Sucrio) LgNJ - 0., 41(,) LiN)e •/4" Plicc.-14 40 FI Y 1;:k4n4 0O() es&SSI E; TU 1 5 - 36,00 • AIR CoODI not\ws_K; F R PLAIT -,,,'-) ei.,,, Kt ic-1-4F-N1 • t 261 M r 5s:Z GEE PLANS ARE APP:Mi ED OF A 2 PERMIT 0 WITH NO VARtOr:,.. USTEO IN "REMARKS" NO OTHER DEVIATIO S'• • ANO ZONING ORDINANCES +VIII BE Pr.: ii*;f;." !AU Y LISTED BELOW. ALL OTHER ATP' 4;4 ;:0:; 1.,`.71S CE COMPUED ITH BY AU. PARTIE:;. FIRE EPARLIF,IE PU=11./C WOWS DEPARTI!,E, DIREC;O:i PLAN;ANG & 2011ING ft • PRELIMINARY ea. 1.LAGE COUNC APPROVAL FINAL, REiiIARKS .:oMPLIANCE WITH THE SOUTH FLORIDA. BUILDIA CODE AS ADOPTED 3Y MIAMI SHORESIVILLAGE IS REQUTED. ME ARCHITECT, BUR DF.R & s1J5 CONTRACTORI ARE CII" lc 0 Frf:r r ;141 1::G REGULATIONS NETHER OR NOT SPECIFICALLY INDICATED HEREIN. ,19 X19 31 C • „' .str4! Cbte 3(0 15 45 LIVING 1 F2.E.DgoOM - 3 24 f L”) E FOR GriAti r ) Li 1..k.) A:7 -rz, (S1 Ii : tA(A.P-4 I -tt - EI - AC- I CONNECTION FIXTURE 6C1-IEDULE FIXTURE COLD WATER HOT WATER P. TRAP N. WATER CLOSET V1' - 3 4 LAVATORY V1' w 1 VP t FROPOSED le.ccaflON OP DODOM. r D A LATE W l l -- cultci lot WATEx Lai TO Volt lot LIVER lt! Lc & M dA141001 KOOK MIA cTOR 70 '41611 cT Cr Cuteux�t RELIEF LNE ve4T SANITARY POT WATER LD GO WATER WATER CLOSET SINK LAYATCRY SNCILER BIDET eAtN tl. IiAVNER c R CLEAN OUt F FRIGERATOR eAR Sa1( 81e6 JACUZZI PENT TO ROOF SI-&t OFF vALtiE efICIAL PQy► ION 1- IAIDEFtGR0( D WASTE L 4ES MINIMUM SIZE CF LINES 1'1 a 1 4' FT. GRADE 3' AND ABCNE LINES • t ', t. GRADE FCR 3'# LINES • :0) 1- BATNIUB AND SPOWERI• PROVIDE ANT! - SCALDING VALVES 3- NOSE BISBS: ALL Ka LATH ¥AQJil BREAKER YALYES CGNTRACTGR tO vER FAY LOCATIONS G I� PCf�08ED PO,Nt' t CONNECt1at46 FOR VATE.R AND BANttL.gY 6E'tLER P1Cl UoZiG a)C16TN3 64IE8 Gf I,R�B AND ;Meanie, FOR SANITARY etn1ER R PR1O TO CGNBTRUct1GN OF ANY PRCF WORK ' Tom Marinos,P.E. -, Civil /Stt`ucturaI Engineer, 'Reg. NO. 5168 1839 SW 165T Avenue Miramar, . Florida 33027 (954) °392 -1840 . Fax' (954) 392-7640 u Faota 6;n t ry L av ato Stt7- geed -s tQ$QI ;4 • *dM � is ipdcred 'a yinto Aii61 Aih19Y (mo) u A/11IA6 as »'Iv vlkus pal Ate bated oR a asst paws of t d � ifloakJ i 3 r isi t ANN/Ate A/1A U *tll�ltiGf� pt • clllfots psr ziir.st c f • Ge r,* pct ilwi'J To • g4 par OFD ALL 000;11404000;11401-his A ttAttIQIAL 3I1AU. tit 9JR!*t A�CI 41,4KiE t111t14 t$ E 9f B WOE AO 'A3A f�4.Jt14 ;11�t11j A/0 4.1. Q APPVAOLB LOCAL E9. All 1 4 , NULL tx FV t ar A lIGt1? Q� i F ; t�t eltiri MCU1 t1►J+: gate FEES ftaor. ,4 01tf�010310 4)61 wt t 1. .T 4 r L AND Ao,GEftAN t 8Y INN 041404 $ 011,01 ACOCAIN t f nR44�iW cUNrP1•cT t a WI ti1TkiT T1 1.GCAfk H a 04, I(149 ( +t1 40. AN! INES 1 „t♦ / O NSTIILL / fff0 At*G4' W4 Al p, pt l') foosi 1O ALL i"ATE L At 1!. #S WOW SNAII 14 A4 1F!Ep 4 nit fVH4 UR fe: f KA i3 t t iG'1 4tEft vAtv t,E±ifi'3ta 3 ;$44.1 4.! FF�'�RI P+An co rAl t e i/,1i .id « t P016 rEM 3f AL E tAtilf Ut;3 let A1411140 Tr c 1 AT 1;1}N iO 1.4"x, tt0'if ir✓4i f f 3Y96Y5(61 tE$tALL rs4 At'l'J fGI4 .0 F +/.► 10fi 04( F1✓E 0Pit:+ R A M ,ta/ MfA {<tO I YIO .!' 013/la a.134<44 Gt.EA�tt -/u1 r 43 Put t Wf:W 1 43233 fr 4 3J2'6 $1 ER V1' Vi' y 2 woe B8 V1 ' • L P I15N AHtt -SCALD VALVES FOR eAnw uaS AND `vt10l�E1Z'S 1. P r 44 v40J1M B1 .'+KER FOR 4G E BBB 8 CHECKED, 812? 353 ! ONG CsIJt 1 ER 2 1ET9 CI: 3/0 (3), 2 -". (rirED) iN 3' P C NEW I *2 (G ) (r;1.4) iN ' 2' C TO ANL) 2 - x !Y' r2C) _ '�' APA 2T = NEW 2 '-'2 00 PiP'E TO f'0L1,:ER Co. ECONDARY 3ER`rtCE C<)Nr.:UGTGR3 vERi1FY WITl -a PO+iE2 commpNc:Nci WORK 2 CO A 310 CIARACI - :X1I:;ZIC;Z L. L Lc rRIcAL DlAcF4M 3-3/0, N 2' FY(..: FM tLF141 Csd,' V E- iNtERIC.;R 3 -31;x, ■"o iN 2' PVC — 3-310, 3 -310, ;"o N 114' PVC r --- EXl31'. loe.A i LO PANEL, _ . TO GNNEI ATCR NOTE: ' REFER TO 3I tE laKt: ('C1.4 FoR LCC \ rIQN c ELi~CtRICAL MEIT R DI C»NEC r AND INTERIOR ELEC PANEL:3 'A' 'E3', '(' PROP. FOIER 112,4 ER .UI t PANEL 3(0A iN lER; g'UI C, C, t0 PANEL 3 EX #3t. 2004 M O PANEL .. 11(,114t &Littr.:4 3 t11Y 1 A-11 $d)1 TC14 0 gx14/J 3t FAN E\fr_niou sox 14000 F ter / JACK SECFPT ACI: P.4`4rE LAMP 15.! *^; )14(X 0 WALL +1o41 L N 1P AA Gv 5RRHA.NG .:= C- N6 F4 Ciyii/Structural Engineer, tie ,T. 1830 SW ' 156'11 -1 ,Avenue Miramar, FCQriii 33 21 ' (904) 39241640. `: F;ax' (90'4) �t A ' } 392.7640 r A ; r i( I r. p. Nr'L-.:1 S.6 03 (.xi Lilo 6N +tc3 013. v` tJ E3 I r.'�M+iYIOA1 3., F 13 tov 1'-ik - 4 r Pa'EDER::- cAL .1[r ti ' 06RYrca 2. TOt:J- LCD ) u' '.Et 'A') ToAL,sc+.:F...IEQ LOP ('P:J ?I.,',') TOt,.4 r -C*E tED 1.C: ! P 11-f-4 CEr.AN6. F,AGt 100l<lg • 1 tV 4 4 F�3t 4 i Aa 63 TOthy C>€1 a 39?2 K b / 240 v .,,;431} i >~3 a' � f <v'• s cieA' A OI14 4221 60T. A'{31f c..:FS'94.41Np' ,v My(t TO rich ..u/ �M, :1) NN ct6 4 Kb 4 E t 000 Aid) GE1t tk5 ` ,� K " 3 1,01 (kstt EA t l G *! trGi6 k.14 I "'!��c +mow.- �n4,....., ..- w- rw -•,. 5Cfi ICA fi NO?Ti$ " . coro'l:;t5A ,�� ?1''iltItF; ;Z Y' >�i�rit'' 3 Np E'aF � t J !E'vT . a s i. )Y �%l i •3.3 Iv'�',+Y �D �:Ia T>rc ' ^{ Q1< t� Ir .s► f3 .'- , , f ;iL�l.'FCF C �rt+�)' T 14 1. Y dT fir: fit$,.,! F�r`^�`+',R+ Kd ►.# fJl"H UaI>r?:4 +r?� zE11,t �I,FO+a t (•G s ^u _ 1dfQ+ A ( 1I IR'Crr4 t uttv7r�r"*V 11 '',1 4 E Q 3F f2` - t t f w ; + r � [ - P - 1 - g ' , �`..�. � + % }�i.�1 1 ion Nl x HL �Gi 1 �= t �N - tiki °� i T3 rti' 1 S trt � p. 1,i '� i .:t.. ... AAS ki .111 2 ', 2' !: O>�v s I FE t0 Ec(;4 0A Y 3> ,'2viC� �'Gt0 %>OTGF23 T() t3 t0C.ELL A -1 1 1 a ".- 1 • S� 1 /4' =I' -0 NEW 1 ' 2 (t:: F ,) (GJ) iy 1/2 • G TO C w.f'. AND 2 - X3'9 x !0' Roos iP'RT • F2trY wiT;_4 r a. S2 , a_F eY COtif-'ENFCG;K x3' A3' L CN (A.lT 1 E 2 SETS' r� 310 (3), 2 - fig ((.� ) NEW 4L A — METER C FIN U.V Lie 4t • :CO A 2 00 a :CV, [1 y ' o -, c .. `` yy � Llr \I�SS �� l �jC�4USf V ' Eo0, 40c 6 : 4 eat �j�� WITtil ; c Y►'\ -Pa- u5Cric /0" roo> yy1eI-al F t f 2° 1 rc Y c cc e v f E/?Jjrk Mt\ 'V (no L 5 w � ill F , Ir od:a o . oc ra.t1 G-X a L) r re 3 -3/0, � .� N II '' t'v: /� 1� EXI61. !WA V O {� A? 1� L. PI.t E l. 5 E15C: NO E: REFER TO aItE.SKETC R)F LOCATION O P ELECTRICAL METE CAN, Dl,C(\NECT AND INTERIOR ELECTRICAL PI-NEL5 'A', I3", ,C' WC FP.`GEN5R4TC�4 FQER. 11014;" ' ;t Ei , ^11 ' P`A`IL 3c9A `I SER 3 C R -0.111 tQ? PA�'� t. 'i Lir. 4T Y *Jttc�4 . 3 4 3;11► L� 4r :A1C;4 LAi "P 0 ,ifCE - 4P�, E�,A.:3T F /I' ,' ..r ,4N W24 A< i0 r:4 ' ✓ JA' < ' '.REF C -EP1 a PI-16E ,4 CRIER 0. i�,F 5r:ENT LAiff . "P 1 , 1EL Otir . f rOUNTEO LAt -P AA oYEFV -1. L Hr CE'LNG FAN Marino Civ / Enginoor, 18:) kt'�,155 . '1uenue �Mir6inar, I !otiia 33127' k �. 19154) `1. 3 -iff34() F a x ' `(044) 3'02-7840 it) } ! � _. r c,� , ' A EAt 4 CAL CULAr!C *1 r r Yk ;E to rt c'� t=0 r±:tti'`'s t E>a,t C� (Pg. 'so'): t 1.V TO 4L C �N et D_ LOAD * 21.E Ku OF : 3 'r3/r} ifrd IN, '2' P/C '101240 v n tvc e4 e n4'::.,F{ :g)t, ( f' ,)t � i E. j A �' 1.9 P F�RO�✓?r NEW I CEgr*C 6 ? F�✓" 1111(3/20;4 sL` "d� 019. ,,i' *:t5 . j ✓.,Y ' �� � . !:i .. �'�174` , , < r fpi 4 ; ;174 - .1 4�titii : ?� rir /> 'Ott1 1 )i�;f4 �a' .. 3 � : �s tiUtE; ?ITC +.� to "r -.4- rfniy2 ?..4. is PA ., 2 10 ,t ,' it , t � q n� f i • ,U �; + ro § 1 tar 4`R :g.i; • . � { � r1 a :+ri -, i y : S +1•fti. 11, 6 ,'3 • - tt2 t j1 ; r�3'.. � a�( :if �.�t - litJ r 3 r.ri'G r "I ; 0 \ +, itsF3Y� {r T ( H cKF {3,. ,r i e./_i1 *' 1 r u t J j _ ....s._ r .# "..,I1''',.s ;,J Ll;,a 3;... Fcy1 FLO ,; i41 L.7 ( ...,`'{l ,Nri PAS r":1 r. n ,AEANA EAT1 ROa- TILE f;L E/CRYIWALt DRYWALL D1,ROLIALL SEE • t - 1,2 NOTES: I- IJSr NON ,p TI I..l ' 'I PER /ICI S NATE,`I./1i eRc *i FiN1a14 ca4 :RETE FLOCR I- 3- LOCATION: W1 NE a,TI-4 TREE r MIAMI Si- ORES, FLORIDA TEL: 305- 12 SHE I bor. (xt4C. BLOCK UIr L - '4 'BENT eA56 AT 24' O.C. GRILLED TrTO E.X13T. CONC:. T +E CODS e '3/',i'AL L 4' - EPDXY (1%1J1E0 CRUEL) h'IN. 4', ^;FOXY - GPOU1 EC) 4 3.1 . Els 3 3' Ex$r. t:E eem 1 i c L:,t ;:1E 6tARTE,R COI-U-N NIT P.) C•, TIE BEAM TOP VI all r C�211L FRCP. DO L3 A 114 OF 4', EPDXY C' OUTER 1 1 30' LAP .KCAL E: NOT TO :,c,t Aoipt__,041 SCALE: 3/ I ' -(D ro E/151. MASONRY LQN6I T1JD INA1 REINFORCEMENT INFORCEMENT PWA ao.1 Vii:. t` evil = 11 1- -TTl -1 T7 f Ti -- =1 I -- ci-- - FOR BE,-AM (REFER TO SCHEDULE) 0.„ rr r,� ►�,� Sri MIN. ' BEND BARS (rOP/F3OTT.) rh xl ( To f3 ',t3 /QED cv 111D o:EQ.a! ti er tAIR FLOCK 3r311J1 (g-.1-ER TO rU3s0AT'C,N PLAN) PROP. C( ,�.. r00TTitvr PLANi: 1 -1LE vERrICAI REINFORCEMENT REFER TO SECTIONS FOR rAIL5 1 ' 5 VERTICAL IN E3L OCK CELL FILL 5r) lui - Fla CONC. (e3E:r F0x4DAT1(.N PLAN) - DCOR AND UJ!NDQUJ BUCK DETAIL e , 3/4' ,1' -o. 2x 4 311c8- CRYWALL -- I x 4'.;O. f3ACKA4!� AT 33!3' ABOVE FNI341 FLOOR 33 ABOVE FINISH P. (XR ec LE.: NOT TO 1 3CALE 3' C111.1. GRYU4LL I x 4 1 1b. P.T. EAciC 4 AT 33 400'1E FiNi 4 4 FLOOR &4L RP.INFQ8C11ENT 33/3' F FLOC R BATHROOM BACKIN6 DETAIL. NOTE: FROViCE 1 x 4 +iO. P.T. SACK.245 AT 331?' 4SO E ENI531-1 FLOOR ALL /. ..,? MATI,RRCOi1 i rRc r'. C/' MASONRY LO (FOR c;ccRB) 2 x 4 P.T. WOOD 1 MJCK WI f14 1/4 x 3' TAP -CON a(��E111 O.C:. FROM IPE EN 3 AND ELEitilJENE (FOR IJJiNE OJ. ) 1 x 4 P.T. WOOD STICK WIT14 1/4' x 2 t/'2' TAF'CC�N 'C •EW $ 4' C.C. FROM T1-4E aNr33 13' U.C. MAXIMUM E L :-1E 1 R - PROP. `716A LADDER M'Yr' HORIZONTAL REINFORCEMENT PLACED EVERY ;)ECOND SLOCK COURSE NOTE: 1. AU L !-HORIZONTAL REINFORCEMENT SHALL BE EMS. A MIN, OF 4' IN i'O ADJACENT TIE COLUMNS, W ArPLICAsLE. 2. LAPPING OF REINFORCEMENT SHALL SE A MIN. OF 1,' (ONE LOCK LE,N6TI-4). INTFZION AND ISURCILARI SECURITY !. ALL LOCKS (V EXTERIC12 GCCR3 SHALL CAPAOL E OF RESISTNG A FORCE Of 300 L. AT: PL 1ED N : MOVA. 4.E DIRECT1Ct'V iN ACCCRDANCE IIJITH RESISTI NCE STANDARDS SET FORTH IN CHAPTER 36 OF T1 -E 2. ALL SiN(sLE EXTERIOR StUiNG DOORS SHALL DAVE A LOCK TO SE KEY OPERATED FRaI EXTERIOR WIT14 A MINIMUM OF 6000 POSSI 1_E KEY CHANGES CR LOCKING KEY COMONATICN3. iF KEY iN- T1-+E -KisiOS -LOCK 15 USED T1.4ERE SHALL BE AN AUXILIARY SINGLE Si sLE DEAD BOLT W/ HARDENED r.OLT INSERTS. 3. TI-E ACTIVE LEAF C1: PAIRS CC EXTERIOR SWING DOORS SHALL 14AVE SOTIE L OcX AS REG1JIRED FOR SINGLE EXTERIOR SWINCs DOOR-5.44E INACTIVE LEAF CF TkESE PAIRS OF DOORS SHALL HAVE MULTIPL -PONT LOOKS IUITH Sia' MiN 11 Rti DOL TS WITH NSERr5. 4. SLID GLASS DOORS SHALL BE PROVIDED WIrH SL + DiNC DOOR DEAD SCLTS CR A BOLT CR PIN NOT REMOVABLE CR Ct ER.ABLE FROM EXTERIOR, AT TrE JAi1S, LEAD, SILL, CR AT r✓'EET;Nr MULLIONS. THESE DOORS SHALL EE REINFORCE° IN THE STRIKE AND LOCK AREA TO MAN SOLT ST, NstH AND EFFECr1VENE3S, ;F NECESSARY, ANO S1.1CH DOORS 3I4&LL HAVE NO SCREIL* , EMO'✓ABLE FSQM OUTSirE 11.3 FACILITATE READY ENTRY FROM OUTSIDE. 5. OVER14EAO DOORS SHALL SE PROVIDED iJJtrH WITH MULTIPLE POINT L OcXS C2 BE LOCKED AT ►'ORE THAN ONE POINT W1114 14AFCENED B>OLr3 CR SOLTS UM-4 iNSERTS ENGAGING AT LEAST TWO OPPOSITE r- O ;NTS. A r11Nii" Ci 5/3'. Ot ER LOCXING DEVICES ;HALL NOT PM REQUIRED It E,`<E SUCH DOOR'S Ar.E CONTROLLED AND LOCKED SY ELECTRIC PO.t.E2 b. 14 NGES CN EXTERIOR OUT SJiNGING DOCKS SHALL 14AVE NON REMOVABLE PINS. 1. JAMS CC ALL EXTERIOR OFFSET TYPE N SIL'iNG SORB E.E t2AE?E1ED, CR CF SiM;LAR FA.O CATION TO PREVENT CEFEATiNG THE PJ,RF'OSE c T14E STRIKE AND THE 3N1EGR1TY CF LOCKS AND LATCHES. 3. SINGLE, SWINGING', EXTERIOR DCCF:S F WOULD SHALL SE SOLID CORE CC NOT LESS THAN 13/3' THICK. 9. GLASS AND EXTERIOR COORS SHALL COMPLY WITH I AMERICAN NATIONAL STANDARDS INSTITUTES, STANDARD 291.1 '.0. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLALtN» WITHIN 40' G THE INS DE L(XXmss ACTI' /AT' s DEVICE C1 LOOSE AND S'J)iNGNrs DOORS ; 4'LL comp LwTH THE ANSI -STO. 291.1 N. SL iDi`G (./LASS DOOMS AND IJ. SHALL EE INSTALLED ErD : yD CONSTRIXtED 50 T14AT NO PANEL CAN eiE LIFTED FROM TIE TRACKS !L EN N T14E LOCKED PO (TICK AND o0 A7 AS TO COMPLY IL'I1 TIE ARCHITECTURAL ALUM ;NUM Nfei. A.SSOS. SIDS FOR FORCED ENTRY RESISTANCE, AAMi, 13033. 1 2. ` r T5 N OVERHEAD G<1,R:' E - TYPE DOCKS ;HALL NOT E.E ,NSTALL EO l,1 OSER THAN 40' TO r1-E s.N3lGE LO(2< ACTIVATINr CE`✓10E. 13. SINGLE~ SILK`4G EXTERIOR AND SLING DOORS CONK \ECT1'4G L NCi AREAS r� PH CASE AREAS ;RILL EE i NirMIII 1 3,a' THICK, SOLD CORE, AND H4L► BE 5ECU D witH A LATCH AND A SINGLE DEAD I T +.UTi4 1' M;Ni11111 11-iRCAJ OR A C/.i''B rr'' DEAD BCC! r E F TS WITH L TCH TI,R().0 CR A M Nip i 1 C In' AND L T5 PAYINGA M iN i'1 1 Cr 1' r1,,Fall. 14. FRONT. MAIN ENTRANCE DOORS 144LL BE PROVIDED 1.11r,-1 A DOOR SC-CPT: CN YISk N PA\EL5. DOCR5 AND t hNDOrS SY YALE CR_zON FRCGUGTS: (CR EOJAL) SI D,Nr DOOR NO. A!t,NiNG IUiNDOl1 NO. 510.4: 14CRILCNTAI_ ROLL =NG NO. 5113. CLOSETS AND BATI,ROOMS SF S.C. SECTION 31112 ('rb t cc) (bb) EVERY CLOSET DOOR LATCH :HALL BE SYNCH THAT CHiL DREN CAN CAN T14f DCCR FRQ+ INSIDE Cif 114E CL OSEr (CC) EERY BAtkROCi1 DOOR LOCK SHALL EE DESIGNED TO EE a~tiT T1;E OF='EN`G C4 T1 -E LG CK.ED FROM THE OUTSIDE N EriERtSECY Tom Marinos,P.E. Civil /Structural Engineer, Reg. No. 515132 1839 $W 155TH Avenue Miramar, Florida 33027 '(954) 392 -7540 Fax' (951) 392 -7540 REV. NOTES: I. 2. 3. 4. MARK DESCR (JN K 245;4 FRENCH DOOR x 0' E C 4E L)1IL SIZE W 14 T I) OPEN ro OUT5iDE ONE 110.:8 F■RE 2ATED !U/ METAL CLAD 13ACKING GLASS I %' T14iCK SAFE T1 GLASS CATEGORY CLASS 11 FUL LOUVERED DOCR IJJI TH Cs4 <E r OvERi-EAD DO(iR 5I.01I r Pr. APPROVAL ArETY hiarri5 FoR POO 5. (CLOSETS /L ND SAt1 ROOt 15) TPA ±01 - 19 11 CHAPTER -2I (21- 2,4,3) EVERY CLOSET DOCK LATCH SHALL T:'E t14Ar CHILDREN CAN CPR TV6 DOOR FROM iNSIGE ri:E CLO;E r (21 -2,4) EVER'( EA r1,RC/A1 1 OCR LOCK 514411 DE5iGNFD TO PEWIT THE CFENet.iG ( rI'E L CCKED G(y;R t Yt tlA OUTSIDE N AN EirEF.YANCY SIZE : 31' I 5i' 1. 11ki1iv.:7i.ASS i - !f T1i ARC1i (34"4 rG 2- ALL GL A-55 SHALL EE rNTED 3- rrl FE . (II ASS (;Air- /Ft s(. 1 / ►S5 21 r 4- E REDS TYPE 5- 14 (SIN LE F tii "` ROPOSrD REAR PA rio ADDI rON FOR M 3 Ylt0 1- DRAWN BY: M =11E DOOR I FRAIN'E METAL ME TA 11ATlE K1AL Y BY FM SCALE: 1 /4"= 1 ' - 0" DATE: 08 -01 IJ0t3: `?a -112 ( 301 - 12S-4.[X1,6 REMARKS DATE DATE CHECKED BY: T.M. FRO`/ICE 2 Pr t +L SL(XXKN(i -- Al G`1Cs Ext. EtXE c ROOF '4 F F.is1�F's AT 'o' O.C. , TEi ∎P 5tEEL AT -.. O C. -2 -� r :t;�NT• 1 3:43 i~ E T SL C ..;P I:Y -- tx2Ptaoi,ri1; :t t.t0 !x3 P1 1 10 FACC1A TO 11ATC14 EX13T. (2) 2x'2 Pt to 7%..ftil (32) 153 1X 4x''' 144 511. (2v00) iit- ' . ER TO S. trAtL 24' Q`I 1s�`< :4r 3 -2 -- (4)2x12 PT 913 Er-"Ail (61) 3x3 Pt gio ,;013t3 AT !.V O sro - rI c)N 5CA1_E: 314 3x C(; :. r;r SE M CAP r3`F . 1 11/ 2 - T P,Y)TT. i-3 11E5 AT 12' 0.C. 1.F612 CONC. FFo t 3N < Fr:R TO Silt 5-1 ,F.A5T. END )O35T TO 132 0:51':11 IV !Ott t4A TOEMA'TEO AT.4' 10 02 - ( 'E`Yrt4)) 1-433 4x4x'4' 11X Wt. COLUM COv r) ?Ul iECO 3tONE # SAR3 At EA WAY. FILLEDd.1A COG` PAc IE ID TO A M N. (.: I MOD. PROCTOR -016)2 CONC. FOOtiNG 183 W`, 1 Ay.siritio . Miramar, `Ftorlda . 33O21 (0.04)- 392 640 Fax? 1964 .302-764a FCC ca r i b PTL ' ; : - w0 (1T - ACi14) XP. JOINT MATERIAL ALONG EMT. AL L A 1 i 4' 3l 43 pE it '. 1 ! tUa�l. LCCAr!ON: ;J ' ,NY ' (;. Rrevi.. L�J ----- 3)3 ► ET4t CRP FAAtrQ',/, P1 !�# • TF 4 p fia Pf4 tO,!-1ATOt4;.4r FILL O . � C01.1P.A tls+D.:TOO4M►4.. ,-'61` 'Cr). r e.:.1 -A At t2' () C. ! RiEFER IV :apt 3 -1 a' MM:� it� ;;=E'14.1. 7 "Rr ', M. r Ar.43' {� o(i. +!N -X A L A)CEF F 1 PE RJL r.,1 r. EVERY • �iOND (T‘rf) r .;Z TO 5YX.F COrERit1Cs i i)t 1 13 4t : -2 3x3 i- T +! 0 10:$x3 At 'b' O.C. FT:rJ/ +0w ~1C0 Ir.:J 1.,F2 Cl-r3 (2) Fc.S JOIST MT. 1 .W -4•&d RA ILO *re/ MP. rc:2 JO33t) FT?`/ CE '.r{.sA x 1' wive 3tRZl i' ; FMT. TO TCP i R.A lit+fs 'LiW o - !ed ri L3 • t TO 3+:c cf Jaw 12J✓ b -vd AtA'L3 (1'T P.) • • AT ER TO R(X}F (,(): `OT E! ON f1-4r 3 -2 1 4' PER FOOT 31...Ci - E 4' CONC. StAa ( .4C <r ;F. 6x6 +!11.UJ't. O`ER CCr aA C f ;:D "r1L i TO Cr 'Ws i'rr13',F1 E0 i' :zoc rrR Fit r: r.) �!L COtIPI‘,CtEO TO A MiN. F OVi!E 5E.MCO R1 Y 2'3T 31T P FA3t, TO 3'ca OF . .:11/ 3- 1 4'1x3' Tslr':<) a TO:Ttv;1Cs r1;40`/O5. 2x4 Pt !10 OG. :SLr2irs ;40.4. E0 TO 5 c : 3x310 3t 1 EX 31. 1 10 PLATE OYEf2 T+ri J (;8 i, ci G _ROOF TO .... COI / LONCI OEX13t. EXT. WALL LI;` E CAUTION 514A1,1 T4xr:N A3 T0. NOT 01311 RS ANY STRAP5 EXIST iNG IU PL t A3 CR NAILiN 3142? (4) 2x1 Pt 1 10: =Ai -_ (01 ? .EY00) FRO'IC! 2x.3 Pt 1 .013 MOCKING At MIO -SPAN r r ovICE (1) 2x Pr +s) KATE PAW. TO -- TOP c 5. X I3T. Tic e1~I11'11/'"2's K1)IK Cj)Lr 11 ^4N;3.1GR3 Ie I'g3. ' L► ED iNtQ rIE (REFER t0 CI±TA1L ON 11413 SHP '4 SA 3AT12'O.C. 3 +fi� (; >EX1 jt. tl PiE41 4', Er-OXY CsR'2JT ED : 0 1 r ROviCP MIL vr'`•T-0 _A1SRIER 1.44\6ICR r7 SECTION 13<. 4_ i 3.4'sr.)' 2' $0. t�Ef 'L r AT 4.3' O.C. (1i < ) :r uh &C41_E; 3 /4',r.+p' CCr4G. SASE 1!;<5t. TWXV F RAlitirs 3Y3tc;l E:ti3t. e:x'2 Cf.14C. t.g 11 - --- .X?ST. i`!A SC `ff WALL FRO'I 2x4 Pr I '3!-OC.K1i rs rE r+.VEEN ,01 T3 NAILEO TO ."3ICE3 ( JOIkT311a/ 2 -!� d N4$L3 FER 3iOE TGE44AIL1yE IL --1x4 i'13TAL RAILi■C.s PROP. ROCV . }13t3 WALL E3EAR ON '1!:) F ,. 1E:3 AM), "r43t.. +.U/ (2) NAIL3 EER 3IPt rO' .41I ET), .. ROUGE 0 '1EMCO r21P'8+2!& .STRAP PAST. To 5105 O EXIST. tip •?..�i't Ili/ 1)4'0 x 3' t,Ar -cc 3 NAILED- TOJOI6T!.0 / 3- !1 ?dNAIL3(11'P. PER J +o r) i 1 3Q. PIGKETO GPA V.1> TO EXCEED P03t,T0 E3 EM13. 3' 4. TO GG►N<): GROI,i r E t' 1 4/ N. 1: ►2N<G,' cl.iT fib' PICAI R,AILING CONC. USE 4\: 2x6 Pt Vs) eLocKir( (;3t. F4,j' Ar at 5X161', 6i E21 L TOE '0aA.y ?x33T. W Cr :R 3131E1'1 TO ;a'$$iA24 42' 1- 1;41.4 I'' ESL RAIL ii s 5X131'. tu0 rq*.oci P; 43"1 1 t -- •i: r ir Exit. ria ;r. 1 1 .10 . f 8x22 co c. . �+`1 CdP RtiNd. IV 2 - TOP/60tT. 3 1156 AT 1 2' 0.C. 8'; 1.L eitf(T t o "!Y , 6 v' RISC &L ate_ At 43' O!. `Y$t LAOOER t'f r-, t • ML W.F. VERY :" R4. 1 . G FC 1LI,NG,FO "r �0 ! Or".aC � of TCP r" ADJ. 6R/4p r 'ROP. 3x%3 Pt 110 2.013T:3 - _ _ -_ 1 /1'1 , 111 r i MX COLT 11 '" 4' ;NTO CCNC. tf r?'`1 W/ 2') 1 Ir r4r1'f3 /,( FRCP. t <Xi1= ormNri R -t5 AATT. e4MEE2 �s J :0■3t3 tel Pt ^U Ft.N `rs 31F2P5 At '.o' 0-C. FAR TO 1 r = utI CSR II () 1(i76TO. F OY +1C ty' rtx !.;t 'i �- ri..;R cetiNs Pr 0 emZ,F4 M tx mt. TO $ C E f ; Cr". r1:o :S/ :i' n K C RY:'.' 1 a=;'1;Y E r23 f L '%'d t) act At'oi e1 „» `4 �;tiL�rs 5178..F5 ^3' 11 K EXT. G;LACE0 - r'1 rkoo 64.. 1 p to »8t& 1 /Wt. t,V +'d tWL3 Ai 6' 0.C. At ALL PAWL EO6E6 },+ ■2,41E,M~ , f0+Arg .S� 24 Pt" C513.1T 0.C._ FTz.OrOE 61- OGiCi "i(S At 24' OC. 5tXi.... -,S0 Y 2r Pt ; dip I I ,K rs43t. TO 54;1: C4: 1 U/ '','t 1 ,4'1..T1 14 20 At 1; ilk fir ,;• Od. celr:Q ?r}!3t 11 10..R F;!%61'. TO ; e/CE -- t !-$ ».,J Z t TO :4 ( t7 P. r- 3f) Flt* o.E R -1 0,ATT. ►` .4...7t'+.c"i 1.242, .R ac R - 3Y81.11 EL. X0'•9' ".44 Pr :¢ Step WALL 1 2FULE0 ^.4.A OARS A !6'• EA. WAY DRAWN BY: TM [ BY: r.1 SCALE: 1/4"=1'-0" DATE: 08 -01 SHEET 2 C 1 JOB: ea -112 `a irg yy�y. Ada. , 21. 8ttbS.'t !ti" a i 0 0 :1:FYffiiGL'tl']" S - 2 4Y'Yfi 3.C !$'.0 x.l. -:K�tY IlU1's. 2.awusu ADOt TVA fCsR TO I' NOE t3 P1' LE r tir *Ok • 4,4 (. Poe . ,+LED 1 . 6eDE3 ' 11 y • 0 NA 6 (2 F 6 'Y� ro Off ."�' Er..<4 cF .ia: CAL 4.41(3 to : riNE F7C'T2 .F' air a N4 F (Xr'. 9l) I RtiSO c.K(;(ar ALC .2141X11 if F•Y:P FLAT POCe Art) EMT. Nip RY t^J• EA COO P.ACTCR TO CC 92•At¢ Y F E.D. CARP, EXIT. 2x■2 J: c. t:E V 1 Ul 2•s3 TOP, i2011. • Fwra.:E 2th F O PLATE (FU ER TO ViCtlaii rt:R ( Ay,a) i4t. TILED :,i1' ;?00F TO f•' PA`e1-: 4 FP=+ 41 P s= NP 3 -1 P-42, JIIRF[LI LLIIJIfJT F7.i;' ax . D _24 r -� 41':404 i`ETA.. RAL r ill V b(J i2t /4. P1e:• «T6 r !f,;TD TO •2:613t A 4'. " E 41.fl2t0cEtAL'T3' 2) Pt 'UJ v AT 24' 0.C. Win+ rFz:P. LE14T ION DOT. AS!TiP.ACE. n 2x6 Pt Itib C m_ocica - At 14'O.C. SfTE.Y TO DETAIL ,Y -- E;iM. TILED 1-1P t � TO Fr3".AN - 4' x '$. ftCi 6r4*1t 1IS'At (3 PL/Ca) 24' t 24' EX8T.O'v'ERVATrt r PANEL 4 F 'f a + P3= c . -4a r='vi 1T31: DENOTES 3x12 (MIN) CONC. TIE t3EAM FZEINF. lU/ 2 -' OP /e/Otr. r341R5, *3 T1E5 AI 12' ac. FRCP. (MATCH EXIST.) TO 3' -7 (5LOP!NG) 11E32: DENOTES 8x12 CONC. TIE E3EAM REIN:. 1U/ 2 - TOPI &OT t. 'AR', '3 TIE AT 12' O.C. PROP. r.O.E3. EL.: 43'-'51/2 81: (4) 2x12 PT WD BEAM. FA:,T. !U/ 1/2'3' 1 5OLT3 (4301 -GAL ' /.) lIJ/ 1 1UAS! ER AT. 12' O.C. 5r4(.16 RED 02: (2) PT WO +' c3EAM PA$3r. T( /� F2 1�2 / � tN ,I F3 -,..5/ O ` L r5 (A3'V - GAL /.) 1,N/ 1 1„YAV�i .EF Af, 12' J.C. •It4cC E11.E r oc CO' /Ex"21i` rll. D ROCF (ExPG3ED UND R lD j) F:T OvICE ri T sl;A -3a PAT=EA. :4011 =ED O' /E'2 30' A•3P4.4A► t PAP FA31Fr;E0 A5 PER i'lEC1- 4ANICA! FASTENER 3C1 -Et UL E. OVER 1744tCK EXT. GRACED -I PL Y FAST :NED TO I/ , T46 CECK:NG FA,STE" ;Er.) NA11.5 AT 0r:. AT INTE 'EDIATE 5 AND -4' O.C. At EAvr3 "%No PANELS EDGES. CECK1N's TO era' PAST. +/ TIiN. DP 3 -10d NA11r3 PER 31+1 PCRTED 3 qi^E TO ROe. J4I315 ROOT ( NCI.O 3 D ROOF) FRO`✓IC ?'L' F e r LA33 PAF Ei2 :4011-1 PPED ObEF2 10* A3PPALT PAPER FASTENED A3 PER T- IEC':4AN CA FAaTNEF2 3Ct (Y./ER S3' T4t1CK EXT. rsRACED S -I PL Ytl )D FASTENED TO JO15T3 UJ/ 1ed NAILS AT v' O.C. AT INTE;<i"rTDIAt, 3+..T= PC;2TS AND 4' 0i. AT EAVES AND Pti \EL 3 EDGES. M r1- lANICAL PA:3tFNE 2 sct -4I5.c'LE (Roe..) ) Isci anic.dl fdatsrsra and t'n c ar.:dr.:(3d :n a mnl+num patt,rn of 12' o ,. cn a 4' o and 13' o ,. In two stas.3-a,r.scl raga n trr3 fIcld area of Cr roof. Pr rim.st,r arvaa af1-311 Of?. f ast i°d '3' In th.3 lap and )2' In ti -'3 ff.s!d (4)1)0 Pt LO DEM (ai) t,tC aTL 1 .4' i' ArE - ()ETA! 'Cr' L E: I' 0' :SCALY.: 1 Torn Marinos,P,E. L.-ite PLATE TO eE ,)' T K aj. ' A31a OTE EL !d! J: iO y :3 VA.!. ?E ' >5'1 14 K :< ear a.� b` 4' NfO rJ.t±r.. (TOTAL 4) • Civil /Structural Engineer, Reg. No. 61682 1839 SW 156 rH Avenue Miramar, Florida 3302/ x (964) 392- 7540:. Fax' (964) 392 -7640 (4)2x2 Pt LO r -roiic c v s T;,;ali (t.13 13;41' 1.v \---- 4x4x'1' n -K 8n_ I LOCATION: (2) Ti J Y;1_t6 A301 ALv (41 (31) CDJ :=c3 4x 4x n K 31Er1. + (4) 2x'1 PT +.9 PE.ti1 (31) - (4)2X'2PT1)) P_A1 (31) F- •:Qv+:E (2) ati'. 1I-hr1 F3rJL 13 A,401 C Lv :•�3 4x4,6' an- co_ 11.4 Dr I R I l '0 ':41 E: l'21'.0' COW 1 nK $TLPLATE - 'S,i NE % rH ST; Er r MIAMI -10r FLOR11 TEL: 3OS- 1 -120 REV. R EV . F. „._ ,.„..:„ '','n P -- ^,ALE: 1' =I' -0' 1 r i___,__.____ 1, ,--- - , --,_,4 ,-- -. <________„ -- • f r + 1' 0 Iy � 2' Ur PAIL 'A ( 4) } 4'. fl J J 3."'L T3 A 13N.Y -- 1V3 Ix 4xt ' n 1( 611 r-Tv s-E (2)1,4 n '+J wet) 1:01 Al '/ - EX 6T. CON:.. T. is €J'1 IIILri (X mi. 11 _ L-f3. 4' 1ATO SCE OF e€.1i1 (TOTAL 2) - EX;3T. c' W �^�rt��r +tit& t :'► I +Ln KIX boLT 11 *a'e,. 4' INTO B'DE C:f .:.411• (TOTA.. 1) - Fx1-3r. C..iiC. TE ( tit II I i l: r REAR PATIO ADD I ION FOR PA I& . -- (4; 21 Pt + +.O s?s 111 (t31) T--- - (1) 2 i•f ix) eeie (L2) ri-or.,s, 1 : roll.) 1: • Lot: 11t J6 Block 11 Plat Cook : 1 ) Page: I ( I --- ‘ . Adticess: 1 1 16/h S Iligh.:st Crown of Rai h./static:a Itt4•3‘ was takta ficqs a ctrti(ied 1 pc( plied by: ()SLAV,. e ne..2 - cos, it-)0 MS Lic $: 4 034 . tiat kIo0c Ear. Gat / S(Qca fol Adjactat Grade Elev. Raer.Tion Area Etat. EXILIM- 1 . 4- eA3 r .41,,-.1.-• r i r b . ' .. ......., vRoeusED 1 . 10 .12 . : , 1 i'' 3 .41 ' . .................**, •■••••■■■*, 7 t • t t 3' - - . . 12' 4:4+ !IET,14. F.A4 : :// ..) („._ . ii {..:1 1 ..7) !..E.C4r (...N a41 fe . fr-3 1 , 7- 3 1 —' i 7,) •!! !!..1 ! 11 1 I } C .. -! ) — _ 1 ,1 11 ' \ 4t3' ----- - ka Ar ... oc ! / b'- 4' IYfs; ;5'-2' ,,. — ':•-!-----• kr ef1.^{ 1 Architc•.4.: 3TARTER Cc N 7.7 '4:7 FOR I S(E . -0 C444yIlsats (.1taptte 11C a els Da:TeCott: Coda Sksccial Eloal I Eu.t Arta (Iktle Alf, Al )- Outside 6'v:dall1er."' trat_lc'd Area (7.4 11*Ecara t1141 atioa Cost.'4to Is 1,4 tCtQt LL's say .141.40,44i4:4 C LAtll fol 1 ILIA - CkstIrcit ici:.;/4:1 tt(;:se act:: tx;.4i4Ts eo:.v:ci.ls;a11-A I t•S) (1104, C1 372 023.1*.IL - (0•44.114 Skt /load 1!tz...u9.8 dwtsic,,T Vg sa, c4&( its lot D.:C•5 itt 44e4c4, 1 T:Ix( c SAIL Inua ATI *stilt j1dnkd cu&r 424.4•1 k'ci :I c st•441; s 1 !h4 114.9 Pict /41--A C.11 PC-41A Li '44 11-x EU, 40,1414.41 ta 14T.,te. st4,4 114:43 • IICA1 i int :4 Is I:As:4 Xf 4 t 04.14 s.4.t a ac14:rir ba4. Al oal'ir/st:i c tliA Lt--/staat tad•::s'ao„ 0e k7tr..i j 4. 1 eas a 1,03 4 a•-..4 14 A 1 etz iwdSI 41.3 cac/•:: :JO 5 2: ta i 13 e4D-4tit :14 StC:4 44 4,12 NIP. A!!! 4-4 tIcyal...4 s! 1LA4c•L:st te! is FA.I 4(11 (AI (1.3- I) S I Er. t.;;J> CI fkt•tec;:15 iti4, 11.5. flu, / t'.• • (4.1.A (lIC NIT/ tat14 e.1 ter:it ttes DE34 &1»4 tetka t4 ,!:•:.; 1;•^ ;•10 CL4-1.1x1 • s4c 4u:it A 1.4 Le. ,,-,•-.1431.".c.LTsultri sts::40 1.4;.:41Girs set:41 a>1.;41.211t.e !LA ct.k41 tA eQot- t34sa dx-1 t.s s �4 cialtst 1:4•4113 utt tr.1.44.e.311:4:11)Lt-3 VI, N.114 -G.:41.3'4.A 1",:t 4:4-44,4413 L1 Cc4 t4 614 toGfle‘iLy rct le1:4 t_si (4s.44. 0) reI. a ILL ( • (,) 0, a !.."11 S.41 cl c•res (1) sc...a.s 1.2t.h cst t tet c)„ tas:1;:::.".4 &ct eze. c.i el :1:4.1t4 t4 !z:( t (I) rm 1: Lre-4-<7.4 A4((( l. • 1.0.: go -11.0, 1:4 t.2 I44,T4st tal:144 1;42414.tlt t 4aa t t!4 g.t1 4:43 ts :ars t•I 110:44 ' a,14 Lst tts 2..;:14A t4 1Z.E.Ta Cu:J.111A CriT. at a w•;;: cTz f/la 4.1•41 A L r1 c.7t,e.;:ka cf c,,117As t_Ixtet fa-1. 101C:egg is 1f,,1 (;:c :4,a..fet t4 r .14S ml as cr...esi tss * Atilt:Al ss Sits .44 si.:0 isctelat 4 a. ; st4t y adir I a pc;;;:i-dod ts cLatlae,a :;_ft -a 14.,...4,41 at:21/ SeAl sys 1 ,c-a ...at< e a_A u ol .sts ke-mi. .1.4. s'i,:s4 14'...44.5:41 to to ss 4!-:411 ss .411 -4/ 4 - 1 or , •--1 -4 • lilood Legend •!' 7 !!! ` , 731 7 t, •! 44!!!!• 4X!!?!; r 7,7 iA ,77 : ; 7 ' 77- • 3'-2' 1 /4 I.LF-51 — 4'-3' 4' Cf:-NC. ;■Ei(t.:•;Y:10 6)_6.- 0.101. CAA L.1XX F L Cf..4"PACTE.0 TO A id:N. ;OF 'MA MCO;F;EL) F'ROCTCR. -- *4 L()43 AT r.:RILLED NTO EXT. COI-4C., 4, EPDXY CaPO LINDA rioN Date: II -0 / *11 tiEttlit rs-rf.r.s s j 6 4' . , 4' 1 ; Ks-4114 4 `• 2x& PT 1 10 )OW AT 'Fs' 0.C.— j ..c14 1 I i 1 -4 , - I I - 4 .r(j- 5;NGLE. FAN 4, :1 3'..i. 3'.0' ,- _ ' f_ -------- V 7 - • — - - - :I -- 6 v ,,4 b i ___ FT*Y.iP. 5TeliZTT - — •- I-- -4 ,--,_ _R., 1' EXIIT. C./.1C. FamAttai r:43' Wica.,x \ / \ h (EE N AREA . !,2).. SOFT rtr F/N4 51-P F,45T 5;DE REAR DSTRiCT ASF FLOCD CRITF,R! J3 AT ,,ef N JJ.T Cisr. !ALA Filig TO i•V:3(../;"‘T Fvit WAILS 2 I I L + 1 ! _Jr \s„. , t4i.K Cal ha J j 1 TO RID;(_3F RC,_Tr NET , !N D / G lJL LOT COVERE ..!4NDFR ROOF • EXISTNG R'EE;;!DENCE'raLR.E : .'RCPC..SEC e, OF EX;STIN6 RESCENCE SITE 7 0 E,E FiLIED TO CO;j1.471 FLOOD CRITERIA E1 EVATION N.C3.VD. CR AN 'El_Fi4TIGN NO LESS 1!;-42. , :!--':PROIP 1 7; '_:7-:•0 ELEVATION QF TAE ROAD AEUTTIVI '11-4E PIRCEFRT'i AREA ADJACENT TC L/4(.E EE GRADED SO AS TO PREVENT DIRECT OVERLAND D GF S: :\TO LL,KE OR r_:4NA! LOT J)L e cEc c..7 C ;-!;;3 TC EvE D1R CFI AND 1:,, OF 57CR1 CNTC LOENT CEE LL P'`,;•ZO,/IDE GERTFCAPCN PRIOR TO FINAL. ;NSPF.:_TION. C„12,r-STP,N,S44, FLCC FLOOR ELEVATION , 5ASEEN: ;11 3.50' 1 062' r.r CROIN OF ROAD 4 a 35 ' tSTCT rAGE ESICENC.F (NC Ti-4 ;ler 5.'44 CE-PiOTE 3 1' 14 /4 4' 1 1) 4 0E i;O R-0,42 VENT . E.7--E.a TO T;4,E,TAII.. Ct'S VST 3-3 OrtArEitair EROPO4E0 4-- 1445 BEEN E3A5ET) ON A Fl :50IL BEARiNG CAPACITY OF 2000 P•3. (LAND151 C-,ANIO 1 T ourRitiCs EX:AVATICA1 OF PROP00 LOCATIO4 5 OF FOIWATV.A5 CailRACTCR ,SHALL. riO11PY 114:5 El/Cs:NEER FRICR TO Cr.ATI?:ENCitiG 1Y FOUINOATION CON3V1iCTION TO VERIFY LINCEPLYNS SOIL MO P.. CAPACITY I.I.11114 1 COC;41DiNtATION (.!;* A GEOIECHNICAL Eil•IPER. UPON VIER;FICAT!a4 LiN.CV SOIL, A 501 CE ,S4 e4 ISSVET) TO CO1',PLY WITH n4E CESIGN QUMENt oF TI-4E F' F04...NoAtv.. oY A rsi3 r..-:741E r--,;.f..s-as5lorstaL GEOTEC1 CAL ENCOEER EPDXY DOWELL INCI 6ROUT ACI4151vE Q1JT ;1:-.44ALL P.00-akire.k.ENT ViNYLETER '61E1 T■E3iNI, CONTAINEL) iN risio CAR1E5 &En:Z-4116 ne SESN FR41 11- P-Aref.:64ER. Eil8E DOIIEL S4t.N1 CE 1 ,01.14 al 1 PLAN $ TO / 4 Mitsl. ULTIMATE F.., 5174.16T 12000 L. 0%12: 1(0 WIDE x 12' DEEP CONC. FOOTING RFINF. 2-5 CONT. BOTr BARS ;5' t (ExIST, 13000 SaP SOFT.. 43.43 (GARAGE) / s�2 (HABITABLE Ff FXIST/ERC / 4 / FL OC ,45-5.)! 7 F. /AT ;C/N S 7E1 IS RPOI1RFD aFFSE. MK ;NCI 4.'40; ;NSPEr.:TION ABOVE I ()ALE5T FLO • E !tirj:- E3VE FiNlFD GRE 4N1 APE' IC,45 F 1/4 FE,1 uTION. NOTICE: N 4L)ITION C E .7 . - Pa...iiIREMF . NTS T T-415 FEMlT, TI-4F..T.RE MAY eE ADDTONAL 7 LF-F•:!!L_'.245,1-c-= rO TkIS F-T-CFETRTY mAY 5E FOUND IN - 1 1 ,-4E P-LC 7 CP' TH,S jNT SE SS31 ; FLORIDA 5T1-\TUTF5, EFECTI/E A :F.7 FEATATr- FERMI'," E RE01-1!E FOR 4LL 1:YRIvEL1)4Y 4F ONTO PI.,EL!C: ;..`RI(31-4r CF L;),C*1 is.c 1..uoRt<5 r..)EpT, P4n k4PDC3ES S44L.L NOT E.EED 2.TS FEET N 4E141 11.)!Tt-41N !O FEE CF Ti-JE EDGE CF ANY CRIVELLV-Ct -4F,ADINir_ TO i R161-41" CP T 4-4r- ci FENC.;- S .eFIN( .F.ekSUIQEE.: FrGM (..srRAT.:;E ELEV4TION C PI.;.:EL;C... SIDEt_I)ALK CP Cr-R,CLUN CI: 1-45S 4x4x STEEL COLUMN C2: ax12 CONC. COLUMN REINEW/ 4-$5 VERTICAL BARS 3 T!E'S AT a' O.C. C3: 13x12 CONC. COLUMN RE up a-os VERTICAL AS nEs AT 12' O.C. C4: axa CONC. COLUMN REINP.I.j/ 2-'5 VERTICAL 5,24R5 *3 TIES AT a' 0.0. f; • CALL 48 14OURS BEFORE YOU 06 N fl.ORIQA \__ ••• irs n4E Lew 4'1150 SUNSTI iN E STATE ONE CALL OF FLORIDA, NC. LE(4L DF$C.R1PTION 9 t ra X I 0 Ofil Civil/Structural Engineer, Reg. No. 51582 1839 SW ussm Avenue Miramar, Florida 3302/ _A954) 392-/540 Fax (954) 392-1540 Late. 11 EXOCK 3 C.f 'AI`IE.NCEE: PLAT C. M!/11 E.EC..110 No, 4', ACCf.fdr..2);16 TO TI4E PLAT T5 'ft PLAT at.26K ;5 441 PArzE 14 couirr, rr '1" 3 Ex,46T Ysa ri.r-1C - E 5 c,..r:Ac.„ REV REV. LOCATION: - - sC4'11.4 F./.X...T Or-A S CE r.r/ 1 Li 100.00' T FPO:. _ , A P C I EC. T 4 • f.,T,Lor_,..41 (Iv- EK1T , ...0C41/04 LOT 11 37, ,..=344i .E.X151 5' TO BE E.1 E/151; 7Z.c ;40 1 : 2 1 4 ; , 02 ,.„.. FXf5,64R1-6, EL =4-8 43' i 41 _ r-- ,.__...1, -:_ f -----1 i- - ----.1 FP. 4;5 f5a PT. OF C.: GlF) C!! \le r)/ ?I I r N il NE fRFE - j -----1 , - ORI D TEL: : 305- LOT la Ex15i cOC SLAB O 1:3E 74,310;;;IF_D 1,3 i el 1 • - 7-2,ST "/.1;" F;> (it". F 60 O. 13.4 THROOf ADDIT'CA E•AT, "a(t 84.1-nis !NS, ( T"ri r)x ( NE:AR F ,TO FOR • 9 011251.DUJICs • r / tX T. 1 •FLO t. By DATE DAFE DRAWN BY: TM CHECKED BY: SCALE: 1 /4" DATE: 08-01 JOB: SHEET' ! CF 5-I [M. PROPERTY ADDRESS: 567 NE 96th STREET MIAMI SHORES , F _, l VA:IVCN] 6U del LEGAL DESCRIPTION Lots 17 & 18 Block 99 of " AMMENDED PLAT OF MIAMI SHORES SECTION No. 4 ", according to the Plat thereof as recorded in Plat Book 15 at Page 14 of the Public Records of D A D E County , Florida. SCALE 1" = 20' LOT 16 WITHIN ZONE CONTAJNITY No. 120652 X 0. 0 0 0 c) to F NAILf t is o 0 8 iP PANEL No 0093 - LOT 17 16.5' ASPHALT DRIVEWAY THE FLA FLOOD INSURANCE RAZE MAP DATED / 1 7 t0 9 PUBLISHED BY THE FEDERAL EMER- GENCY MANGEMENT AGENCY (F. E.M.A ), DELINEAT S THE HEREIN DESCRIBED LAND TO BE SITUATED SUFFIX: ,J NOTES: • THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. • EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS, • LIMTAT IONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS NOT SHOWN IN THE PLAT BOOK. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TIRE COMPANY. • IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. • IF SHOWN ELEVATIONS ARE REFERRED TO N.O. V. D. OF 1929. • UNLESS OTHERWISE NOTED; THIS FIRM HAS NOT ATTEMPTED TO LOCATED FOOTINGS AND /OR FOUNDATIONS. BOUNDARY SURVEY 15' A L L E Y ►Uc L - 100.00' 3' CONC. 24.615' 'r. Fc4 et.= 55,4 / / � / j 6.652' / / b 50.0' 50.0' 9 14 50.0' LOT 18 I 50.0' / 35Y •-• , / // Of\i/ Si;ORY ) / s)* 100.00' 6.8' PARKWAY 0.5' CURB 22' ASPHALT PAVEMENT N.E 96th ST. STATE OF FLORIDA ORDER No i 15.2' 16.0 � /35 ta2t61 N FIELD WORK Da 8 -25 -1997 Field Book F.W.O. N.E. 97th ST. 50.0' 50. T 50.0' 50.0' % �� 5' SIDEWALK 9708 -1062 / / 7 16 50.0' • REVISIONS UP -01IeD 01 E. CUS100 P L.S. No. 5034 6 ASSOCIATES, INC. L 1 6356 NOT VALID. UNLESS SIGNED DATED 6 STAMPED WITH EMBOSSED SEAI, 23138 6 / / 40,0Yi/ IX 50.0' N.E. 96th ST. LOCATION SKETCH N. T. S. s 1' s 4 a /c. yna 17 MEDIAN 12 5 1 0 0 0 M a F2 4 19 F I P /L'T" 0.4' F NAIL 4 tt - s 50 0' 3 15' ALLEY 20 50 0' 50 0' LOT 19 2 21 50.0' co 7O. 50 0 1 b b 22 500', rt CL O w v z 2 a a w z z z „ w t p O , < §w? N 05 0 > a z O o. o. BAEZ & ASSOCIATES, INC. LAND SURVEYORS LAND PLANNERS 434 S W. 63rd Ave. ' Miami, Florida 33144 0ffice(305)265 -1002 ' Fax (305)265 -0608 0 a z O ; n u f m 0 a z z 0 • cd w _ W LL LL LL J�� J 0 0 z 2 _ 0 E u z m< w a O m E D J w G 0 O p I 0 a k u u o < p u 0 Z < Q 6 3 0 d 0 Ou iI iI n n u n u n n m N u 6 a u 0 u l� CERTIFIED TO: MICHAEL E. BYRD ANA C. BYRD GARDEN TITLE CORP. ATTORNEYS TITLE INSURANCE FUND INC. CONSUMERS SAVINGS BANK ISAOA, ATIMA -.. 24� 8$s nhirrfu[ =lojUfli41ITiT 1 ji i t et ttTiTF1T�YT1tt�I_t.G.t1.1 rtFcl�Flit�T►1T+ 1' _L_LL_ t- 14ft ►1 11 }JTt1L iiitti1 �ifl� /it • LOCATE SC. VENTS FROM Et EVAT t O1 S IQ:x:Q.,.:..'.' -._ is : " e-fg 8•(O 8 FQR FFIICE fitti __'? - �2 - :_ �► a4 : t 0� , 4 ,. 1 - 4' 4'sLA �3 011 FILL It 14!l T1111'1 # /if's 3 Ttl i ti f 1 1!TT1ILFTttt T1- Tt_Tt/ Ftflirun rLil(�ttl) [ fl l/ t: 3t SFrL ( � iJ ll►. X1,1Tif {TtIiEt �4�_Ct`tirit t %t o 4 ;AL.TANK TiR.6 pA0K Ye COutiveK 'mitre f3ARRE , Tit. 30 r et k90 'S.s. ROLL. TIN' NMMLE0 EACN WM 6 o c SAVES :W.,1iERc ,Ft�A;4 f ARTITIVNS uTT..MA t4 '! .WA S TUCCO r<a11) , 4 fcuN r#\n o *4At . SIC. I\P '42U VCv114 7t1 rl r..L4 fOSJ 1+CArt o�3 :Zx(7 PLATE ?`Zito ' o�'c$ 4 :0 C. ANC144Ri. 4 O O.L. 4- a + ROOS CONT LAIN'': ?LASTEK Tt co 4H e STEEL.'N1114 2- * Roos 4 - O ..c.o t4 SENT U1 C t M.T'± R • 1) »; COLLAR $EAM$ _2.'1'48 RA rr_ K5 ►G."c x1Q QEAMS 2.5 $ :: 130ARO S G ._ (SEE.PLOT PLAri rott Roof SuPPo r x(f T Sc 4" SNEATttINq 10 JotSTS _ F: NQ: - SCALE CI 1.1 RI L & 1 FN U• SJ] S I WW-4 __� FLQ AtisE�`, Ai CAN <'a CA N.OT 3: RC 4 U con D. {o t .� 10 3/4 12 A f2 1 /e. 00 AMP. SFKVIC 0 - 1O � 111 t ;t 1 !,�l.c L + �' 'it' 2X12 f0�..0 ¢•sf$,�OpS 1f f if ASS 14- 0 OS -_:_ QVAii*k{" T I l.1 F�o6R V STEPS < � OR1IN(; QAI< VLOOZ F XCO LOUVERS g6A55 re ir 25 2$ • 3� BED R0001 pAK f 1.00 BA Tit 3' 3 TS Le CLO ? s'a. CL0. 11t t IL'