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PLANSX odb.••■•■•■...aan..n.fer• DiN1 Ng ■•■••,..• Ix11■■••■•••■•••■•■^1.+.11X*61.••■•••■•!On., .X11. AIR CONDITIONING SCHEDULE UNIT MANUFACTURER AND MODEL NO. NOM. TONS NOM. CFM ESP IN. WS. ELECT. NEAT KW TOTAL FLAMP COOLING CAP. Sit BTUN 9 35' 4 Fit W 0/A CF11 DIMENSIONS Uhelx1 -I (IN.) FIGHT LB$. ELECT. SERVICE VOLTS/PI -aMz SEE AHU UNIT . • P 2 161 D d 12C__ % I- 1— O‘O K^C.. - - - (A)Do FIRE STOPPING t . x -.- - - - . 208 - 230/1/60 1 .14 CU . UNIT F 12.1 F s3L3D -d4t - 4 - -- - -- - -- '�c /y�6.� - -- - 208- 230/1/60 HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR 11/2" x 1/6" x FIRE DAMPER (S) I1/2" x 'ia" x SMOKE DAMPER(5) 11/2" x 1 i8" x FIRE RATED ENCLOSURE 1 x 'i x FIRE RATED ROOF/FLOOR CEILING ASSEMBLY x FIRE STOPPING x SMOKE CONTROL x DUCT SIZE HANGER SIZE MAX. SPACING UP THRU 2 F. 11/2" x 1/6" 8' -0" 2 THRU 4 P. I1/2" x 'ia" 8' - 0" 4 THRU 10 SF. 11/2" x 1 i8" 6' -0" OVER 10 S.F. 1 x 'i 4' -0" REFRIGERANT LINES SECURE U1 / STAINLESS STEEL CABLE OR STRAPS ANCHOR TO SLAB IN A CRISSCROSS PATTERN OVER UNIT. ; PIPE INSULATION SUPPLY DUCT I MF REFRIGERANT LINES TO OUTSIDE COND. UNIT THRU ATTIC SPACE CONDENSING UNIT INST4LL4 - °ION DETAIL NTS PERFORATED CAP FOR VENT, 12" HIGH 3/4" CONDENSATE DRAIN w/ 3" TRAP UNION AND C.O TO GREEN AREA GALV, STEEL SUPPORT (SELF- STANDINCs)��� NO COMBUSTIBLE MATERIALS WITHIN AI-11.1. ROOM =w�. R/A THRU LOUVER DOOR S CONDENSING UNIT r DRAI 2 "A/C C.D. UNDERSLAS AIR HANDLER .UNIT INST4LL4TION DETAIL NO SC4LE 4' CONCRETE PAD ANCHOR U1 /POWIER DRIVEN STUDS (4). OR 3 /8'X1.51LG. LAG BOLTS W/ SHIELDS TO WITHSTAND WINDS OVER 150 `1P1-1 CEILING PARTITION PROVIDE 4" CLEARANCE ALL AROUND AHU FLOAT SWITCH ORAN PAN FLOOR 311. ft? • 11/2" MIN. STRAP, 26 G. ROUND FLEX DUCT. NOTE MANUFACTURER ALL PIPING WALL- BE EVACUATED PER GOOD PIPING PRACTICE BEFORE START -UP. AIR CONDITIONING SYSTEM - GENERAL NOTES: 1. DUCTWORK SHALL E3E 1 1/2" THICK, 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH v4POR BARRIER, UNLESS OTHERWISE SPECIFIED. DUCTWORK SHALL 13E FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" AND "SMACNA" STANDARDS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY WITH "NFPA" STANDARD NO. 90A AND /OR 90B. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH UL. 181 TESTS. 2. COORDINATE LOCATIONS, SIZES AND OPENINGS WITH OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE l'I ADE IN THE FABRICATION AND INSTALLATION OF THE SYSTEM. 3. DIFFUSERS SHALL BE SELECTED, LOCATED, AND BALANCED N ORDER THAT THEYpDELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY AND DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE o OUTSIDE COOLING - 16 DB 91 DB - 19 MB HEATING - DB 41" -DB 4. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NOOBJECTIONABLE SOUND • WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, MOTOR HUt1, VIBRATION, OR MECHANICAL MOVEMENT. D. A/C SYSTEM SHALL NAVE CLEANABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESSIBILITY. 6. A/C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT. MOUNT THERMOSTAT 5' -0" ABOVE FINISHED FLOOR, U.ON. •T. ALL GRILLS AND DIFFUSERS TO BE ALUMINUM OR STEEL CONSTRUCTION, DIF- FUSERS TO HAVE OPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES AND DIFFUSERS. TITUS OR AIREGUIDE OR APPROVED EQUAL WHTH ENAMEL FINISH S. UNDERCUT DOORS 1" A.F.F., FOR R/A FOR ROOMS WITH LESS THAN 110 CFM FOR ROOMS WITH OVER 110 CFM PROVIDE R.A.G. AND TRANSFER DUCT. 9. ALL REFRIGERANT PIPING SHALL BE COPPER - TYPE L - ACR TYPE, DEHYDRATED AND SEALED. ALL FITTINGS SHALL BE WROUGHT COPPER ALL JOINTS SHALL. BE MADE WITH HIGH TEMPERATURE BRAZING ALLOY OF NOT LESS THAN 5% SILVER PIPING INSTALLATION NOT LESS THAN 3/4" THICK "ARMAFLEX ". LIQUID AND SUCTION LINES SHALL BE SIZED ACCORDING TO EQUIPMENT MANUFACTURER'S RECOMMENDATIONS FOR EQUIVALENT LENGTH OF PIPING RUN FOR CONNECTED TONNAGE. ALL PIPING ACCESSORIES SHALL BE CONSTRUCTED AS SUGGESTED BY EQUIPMENT MANUFACTURER. ALL PIPING SHALL BE EVACUATED PER GOOD PIPING PRACTICE BEFORE START -UP. RELATIVE HUMIDITY ,0% TO 60% SEAL: • ASGHAR J. FATHI, R.A. AROa SQ4 G ,r 0 O fir 0 V. J w 6 Li 0 N c 0 0 0 co M M c 0 O v) u_ a) O E O '0 a) O • >. - D co a) v) , O co L 0 E N o U. CD u a) V) O J 0 00 N 0' M M N 0 0 0 co co CO oo N 0 a) c 0 -c a_ D2AL k) sC�SLE.11.)O1Jc_. SHEET 2.00 2 0? /22/04 GH EGIG4Q. Vet P WS e!Y.RLC2Cf]R!tQ.6T!f°_f:EKS. M J V < V ,DEVISED: Nor vs _I0 UNLESS E.u?OSSED vr?ri SURVEYOR'S SEAL • $� • 41. 4* J. •v..r. :••• •.+..s::ait:l.wa •S:: Z"::.r.sc. ∎•.t "... •- . • -! .•.:t% •••ti s' :..� f..t:�:c % Y•ftJ�:IY:a�. LEGEND • FIP= Found Iron Pip` S.P.C= SET 1/2 PIN & CAP LB4789 F N/D =Found Nail & Disc S.PCP= SET PERMANENT CONTROL POINT 184 q= CENTERLINE. P /L= PROPERTY LINE. 0 /L= ON LINE M.H.= MANHOLE. WM= WATER METER PP= POWER POLE F.C.= FENCE CORNER. R= RECORD, M= MEASURED CHAIN LINK OR WIRE FENCE= • . - r w000 FENCE= ► .� MASONRY WALL.. CONCRETE= t: , ,; . , • - .r.7 t•tAINTENANCE & MENAGE NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. 1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and :he same, if any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvements were not located. 5) Elevations are based on National Geodetic D atum: 6) Fence Ties are to the Centerline of the fens :e. 7) Wall Ties to the face of the Walt. 8 5:?2 `.G TO M ASSL, \_i c SAID F3 PACE BOUNDARY SURVEY /2 . o b 'r /eJ J Elevations based cn C 3'.t Elev. NGVDa:Jr-. Locator Index 2300% r+r:. 4.T....:?:t. s,• r, x -' s. •s:•:•. +1+ra3•r.+u��a•r•.�'UY,r •9 V' k L O C A T I O N S K E T C SCALE : NTS CERTIFIED TO: MICHAEL SUMAN AND JULIET SUMAN, HIS WIFE, 1069 N.E. 91ST TERR., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., JOSEPH C. FRECHETTE, JR., ESQ., ATTORNEYS' TITLE INSURANCE FUND, INC., CHASE MANHATTAN MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS AS THEIR INTEREST MAY APPEAR. � - • L_3AL D_SCti ?rT:3N . LEGAL DESCRIPTION: LOT 9 AND THE WEST 1/2 OF LOT 10 OF WATERSEDGE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. I HEREBY CERTIFY That the survey represented hereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments. overlaps. easements appearing on the plat or v sibte easements other than as shown hereon } !ARK M. KRAJNI K Registered' Land Surveyor No R 371 State of Flcrida BLANCO, DANIAL & ASSOC. INC. • Planners (Mailing Address) 555 N. Shore Dr. Mia. Beach F1. 33141 Fax (305)865 -7810 SUFFIX : :J DATE: 3/2/94 BASE: "A f ti4 TTY : T 1MFFR • 1 f)h5 Land Surveyors 4900 S.W. 74TH COURT MIAMI, FLORIDA 33155 (305) 865 -1200 FLOOD ZONE: DATE: /0 — /4 -98 SCALE: 1"= 2 0 r BLOCK SUBDIVISION AT PAGE 141 JOB No. 1 OWN. BY: F•'B(Arl CO .�lC�.]rtT•�P:ts. Y!+ r' L{ �.•• t�1.,. 4�" s. v��4rlaJ: v: '�i- .....'.•rt•CfI- R. +:i!�•'1.. t- 98 -, 1.4Z0 1 ti JJ� _ J =4 r1; i .+ • z Z3 r • _ • ▪ : a • •• . y si= w 0. va_i^. I. NESS E.NBOSSED W' 4 SURVEYOR'S SEAL • REVISED: BOUNDARY SURVEY b / qo LEGEND • FIP= Found Iron Pip` S.P.0 =SET1 /2 "PINSCAPLEi4789 F N /D= Fo' -nd Vail s Disc S.PCP= SET PERMANENT CONTROL POINT LB4789 c= CENTERLINE. PA= PROPERTY LIKE. 0 /L= ON LINE - M.H.= MANHOLE. WM= WATER METER, PP= POWER POLE FC.= FENCE CORNER, R= RECORD, M= MEASURED - -- CHAIN LINK OR WIRE FENCE= • - W000 FENCE= MASONRY WALL CONCRETE= � : , , :• .•. • , • _ ., J w- m.3P.vTELa: CE 6 DRLNAGE E SE •CEv =irrD. E. .k . __. .:....,•.•. ��- °.- _•±- :::c....-- .c.r_•t °:. •ti• .•r.. -. .:..; 'I. ;c:: L•:rsYi•Ze+a ' `71. /2 'oa '() " - 9 Elevations based cn .- C3■1 +: Elev. ' NGVDa:_r-. Locator Index L NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. 1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and :he same, if any may not be shown on this sketch. 4) Underground portions of Footings. Foundations or other improverner.ts were not located. 5) Elevations are based on National Geodetic Datum: 6) Fence Ties are to the Centerline of the fence. 7) Wall Ties to the face o f the Wall. 8 5F}R Nd SET i - SHOW pR _ c REeEFED TO AN ASSUMED VA UE SAID • F3 cL • O 0 cD CL ' 7 Q " C d � � I HEREBY CERTIFY That the survey represented hereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Sta tutes. There are no encroachments. overlaps. easements appearing on the plat or visible easements other than as shown hereon L O C A T I O N S K E T C H SCALE: N T S WATERSEDGE 3371 . MARK M. KRAJ";TK Reg■sterecrLand Surveyor No Slate of Florida 0 CERTIFIED TO: MICHAEL SUMAN AND JULIET SUMAN, HIS WIFE, 1069 N.E. 91ST TERR., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., JOSEPH C. FRECHETTE, JR., ESQ., ATTORNEYS' TITLE INSURANCE FUND, INC., CHASE MANHATTAN MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS AS THEIR INTEREST MAY APPEAR. L_3A! 0:SCRIPT :CN , LEGAL DESCRIPTION: LOT 9 AND THE WEST 1/2 OF LOT 10 OF ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 OF THE PUBLIC RECORDS OF DADE COUNTY. FLORIDA. BLANCO, DANIAL & ASSOC. INC. _ _ Land Surveyors • Planners . 4900 S.W. 74TH COURT (Mailing Address) MIAMI, FLORIDA 33155 555 N. Shore Dr. Hie. Beach Fi. 33141 (305) 865 -1200 Fax" (305)865 -7810 FLOOD ZONE: PANEL . DATE: /O - /4 —98 SCALE: 1 20' SUFFIX ::J DATE: 3/2/94 BASE: FR • 1 f 98- 1420 (' N1T L Tr( .T OWN. BY: F.�(Ar4co BLOCK 1 SUBDIVISION AT PAGE 141 JOB No. J 1 o: J J .4f -_` REVISED: 4:?. y 1 ~ Ua uut\. < u NOT ■,4_t0 UNLESS EMBOSSED w +'H SURVEYOR'S SEAL LEGEND • FIP= Found Iron Pipe S.PC. =SET1 /2 "PINSCAPLB4789 F S/D =rc'.n= Nail s Disc S.PCP= SET PERMANENT CONTROL POINT L84789 c= CENTERLINE. P /L= PROPERTY LINE 0 /L= ON LINE M.H.= MANHOLE, WM= WATER METER, PP= POWER POLE F.C.= FENCE CORNER, R= RECORD, M= MEASURED CHAIN LINK OR WIRE FENCE= • - - v BOUNDARY SURVEY x Elevations based cn CB`.1 4 Elev. NGVDs: -, Locator Index t• s O Q WDOD FENCE= - i' > • - MASONRY WALL-. • CONCRETE= y.'•' : :• • •: • •...•.: • 1 N.AINTE'vk7CE & D.R.z'vkGE FASf?�.c`v'I = W D. E NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. 1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and :he same, if any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvernerts were not located. 5) Elevations are based cn National Geodetic Datum; 6) Fence Ties are to the Centerline cf the fens :e. 7) WaII Ties to the face of the Wall. 8 B1�_tr,' hL�J S:!o� _-c F.EFC ?PD TO AN ASST_:= V 1 c SAID F3 F. _ -4 LE3 DESC IriZ3N : I HEREBY CERTIFY That the survey represented hereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroacr.ments. overlaps. easements appearing on the plat or vas ble easements ether than as shown hereon MARK Tf. KRAJNIK Reg Surveyor No 3 7 1 S _'e c' F!_• Ca LOCA`i' CST SKETCH C A L E : N T S /2- a -` CERTIFIED TO: MICHAEL SUMAN AND JULIET SUMAN, HIS WIFE, 1069 N.E. 91ST TERR., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., JOSEPH C. FRECHETTE, JR., ESQ., ATTORNEYS' TITLE INSURANCE FUND, INC., CHASE MANHATTAN MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS AS THEIR INTEREST MAY APPEAR. LEGAL DESCRIPTION: LOT 9 AND THE WEST 1/2 OF LOT 10 pF WATERSEDGE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. BLANCO, DANIAL & ASSOC. INC. Land Surieyors • Planners (Mailing Address) 555 N. Shore Dr. Mia. Beach Fl. 33141 Fax (305)865 -7810 SUFFIX: 'LT DATES 3 / 2 / BASE: PJ->q rri vTNTTY TTWPFP • 1 ( 4900 S.W. 74TH COURT MIAMI, FLORIDA 33155 (305) 865 -1200 FLOOD ZONE: ? AN : DATE: - - -98 3 SCALE: T 20 BLOCK 1 SUBDIVISION AT PAGE 141 OWN. BY: F.IAi`4 CO JOB No. 98- / 4:0 UJ.P.CsF.G.I. ; 5' -1" EXISTING STEPS PLANTER PLANTER HAND HOLDS (TYP -3) LOT 9 /10BLOCK 1 PAGE 141 SUBDIVISION: WATERSEDGE COUNTY: MIAMI —DADE BOOK 9 CHARLES W YOCOM 5' 10' z -4 LANDSCAPE SCREEN PER CODE BENCI.4 W/ TILED EDGE. (TYP -2) 6' -4" CONSTRUCTION NOTES (1) POOL LOCATION MUST COMPLY WITH N.E.C. (ARTICLE 680.8) (2) OVERHEAD POWER LINE TO BE RELOCATED UNDER GROUND. (3) POOL PERIMETER DOES NOT INCLUDE 13 LF OF POOL DAM WALL. 1' -2" CLEANING LINE W/ VAC - 3' -2" EXISTING FENCE VERIFY LOCATION IN FIELD 6' - -j" SIID PLANTER N 4' -1" N 1' DIA. SPA RAISED 12" W/ 8- JETS,2 HP PUMP I -FLOOR DRAIN AND I -SIDE SUCtION,1 -SAL LIGHT 30" SPILLWAY AND SPA PLUMBING CONCEALED IN 9" SPA WALL U/ DOUBLE BM COPING AND TILED BACK SWIMOUT U/ TILED EDGE. (TYP -2) SCALE: 1/4" • I' -0" 21' -2" t0 PL (NTS) POOL PLAN NORTH A - - i1M•11111•1 i AL AR," 1 N DTE A :.:. W.',LI .S THRc KJc i WI -IICH A OPENING PROVIDES ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM AUDIBLE WARNING WHEN THE OPENING OR ITS SCREEN IS BEING OPEN_D. tNE ALARM f44ALL SOUND CONTINUOUSLY FOR A MIN. 30 E •Ec :O , ICS QF rE 2 TIC OPENING I8 OPENED AND BE CAPABLE OF EMI i t;, .C: A S 7l' ND C F SUFFICIENT VOLUME TO BE HEARD WITHN THE C'WELL''JG. 1 I-':= AL ARM SHALL BE EQUIPPED WITH A MANUAL MEANS t0 TEMPORARLY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LrA57 5d" 4'-E t; =c` THRESHOLD OF THE THE OPENING. :4C" IF. F.E EXT∎ RIOR LIGHTING AND OPENING ALAI•13 I'aR CODE (BY OTHERS) POOL SIZE: POOL PERIMETER: VOLUME: (GALLONS) POOL EQUIPMENT POOL PUMP: POOL FILTER: POOL INLETS: SKIMMER: POOL LIGHT: POOL HEATER TYPE: POOL HEATER SIZE: CLEANING LINE: CLEANING SYSTEM: CHLORINATOR: COPING: TILE: SWIMOUT: LADDER: HANDRAIL: AUX. POOL SPILLWAY SIZE: LIONS HEAD: SPRITZER /SPRAY HEAD: THERAPY JETS: FIBER OPTIC SPOT(S): PERIMETER LIGHTS: NOTE: LAYOUT OF POOL AND HOUSE DRAWN BY SUBMITTAL OF SURVEY FROM THE POOL CONTRACTOR I- IORNER 15 NOT RESPONSIBLE FOR ANY DISCREPANCIES DUE TO ANY ILLEGIBLE DIMENSIONS OR UTILITIES NOT SHOWN ON SURVEY. POOL ENCLOSURE: FOOTERS L.F.: DECO —O— DRAIN: PILING POOL: JOHN 1 t CARRROLL JR . PE. LICENSE • 41610 1 HP 1 150 SF 4 1 SAM H —PUMP H 125 VAC N/A N/A 115' X 34'1 I 86 LF 1 14.655 1 BN 6" IPER PLAN NO NO 30" N/A N/A N/A 1N /A IN /A1 1 N/A 1 1 N/A 1 1 N/A 1 1No1 NAME: SUMAN ADRESS: 1069 NE 91ST TERR. CITY /STATE: MIAMI SHORES,FL SPECIFICATIONS POOL DEPTH: POOL AREA SQ. FT.: TURNOVER RATE AUXILLIARY POOL AUX. POOL PERIMETER AUXILLIARY PUMP: AUX. POOL JETS: AUX. POOL LIGHT: AUX. HEATER TYPE: AUX. HEATER SIZE: RAISED: 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: LIGHT FEATURES REMOTE : I NO I COLOR WHEEL: LIGHT SWITCH: I YES I # OF COLORS: ADDITIONAL FEATURES GLASS BLOCK TYPE: GLASS ROWS HT: GLASS ROWS WDTH. # OF GLASS BLOCKS. HCE# 03- 1335 -01 JOB# DRAWN BY: M.S.Wy DATE: 02/11/03 15.5' TO 6' 1 461 SF 1 14.07 HRS 1 EQUIPMENT 1 22 LF 1 1 2 HP 8 I SAL 1 W /POOL 1 N/A 1 12" 1 N/A 1 N/A 1 9.47 MIN I YES 1 D —BRITE 1 1289 SF 1 N/A PAVER INO N/A BENCH N/A 1 N/A 1 N/A 1 1 N/A 1 1 N/A 1 I YES I I4 1 PAGE 1 OF 4 2 -w3 CONT. COPING TILE �-IUArER LINE 6" MIN VERTICAL \ 2' -3" SHALLOW END 3' -0" DEEP END APPROVED FIN15H 6 MIN. 5' INTERLOCKING BRICK PATIO SET N SAND ON COMPACTED FILL 34' 23' *3 At 10" O.C. E.W. BOTT. CENTERED 11• SLOPE 1 :1 MAXIMUM SLOPE (TYP.) MAX. SLOPE 2" COVER (CENTER) 6" TOP 4 6" BOTTOM W/ *3 AT 10" O.C. EACH WAY. STEELTEX FORM, KRAFTBOARD OR EQUI TYPICAL WALL SECTION ( FOR DEPTHS TO 6 - 0" ) N.T.S. IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 5' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL 15 NOT DESIGNED FOR DIVING. WATER LINE- MAIN DRAIN LONGITUDINAL POOL. SECTION N.T.S. 11• SLOPE (TYP.) MAX.- CONTRASTING TILE * EDGES 12" . ARIE- 36" J J PANEL WP GFI 10' TO 20' FROM WATER 1 45" MIN. 5 " MIN. POOL DECK (1) SAM LIGHT (I) 5AL LIGHT W/ LOW WATER GUT OFF DEVICES 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. 1 3 e 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) I. 11" MAX. RISER HEIGHT MUST BE UNIFORM 2. t2 "TOTAL TOLLERANCE FROM UNIFORM RISER HT. 3. 240 SQ.IN MIN.AREA OF FIRST STEP DETAIL OP STEPS N.T.S. WP MANUAL STARTER SWITCH (TYP) TO SERVICE (2) JUNCT. BOXES SPST TOGGLE SWITCH 1" NON - CORROSIVE COND. (2) 12 V TRANS. 3 "12 IN 1/2" COND. ELECTRICAL DIAGRAM WELL POINT P FRAME FIL - TANK MOUNT AND NEATER IF SPECIFIED 1 3/4" x 3/16" TAP CON. REINFORCED CONC. SLAB II DillI 1 I1I 0 I IIII 111 FILTER POOL PUMP, FILTER AND HEATER ANCHOR POINTS(TYP.) NOTE: ANCHOR BOLTS THROUGH BASE (I 3/4" x 3/16 ") (TAP CON) FOR POOL PUMP 4 FILTER HEATER SHOUN AS OPTIONAL (4) 1 1/2" ANGLE BRACKETS (GAS HEATER) (4) 2 1/2" ANGLE BRACKETS (HEAT PUMP) WITH (4) 13/4" x 3/16" TAP CON AND (4) I/2" SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCHORING HYDROSTATIC VALVE 1 1/2" WELL POINT DETAIL 4' -0" MIN. NOTE: ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ "5 WIRE LIGHT NICHE DETAIL NEATER ANTIVORTEX GRATE TO BE FASTENED WITH SCREWS ROCK BED N.T.S. W/P J. 3/4" PVC COND. 1 #8 SOLID COPPER BONO WIRE TO TERMINATE ON POOL DECK PREFAB. UGHT NICHE COPING 2 "X30" SPILLWAY OR WALL 2" BELOW BEAM 2" WATER LEVEL 9 " WALL W /w3s6" O/C EACH WAY OR W/ 2 MATS OF*3 ®10" O/C EACH WAY. SEE TYPICAL WALL — SECTION FOR DETAILS 6" HANDHOLD DETAIL LOCATE g 75. WATERL NE TILE - (TYP.) °3 s 10 "0.C. EA WAY (SEE! TYPICAL WALL SECTION) SWIMOJT DETAIL TILE - (TYP.) 15ENCI -4 DETAIL 6' 15" HIGH BENCH (2) 5" AUX. POOL DRAINS W/ ANTI - VORTEX GRATE SECURED W/ SCREWS. AUX. POOL DETAIL PROVIDE A HAND HOLD NO MORE THAN 9" ABOVE THE NORMAL WATER LEVEL. NOTE: CERAMIC TILE HAND HOLD MAX. SPACING SHALL NOt EXCEED 45" 24" 24" *3 a 10 "0.C. EA WAY (SEE TYPICAL WALL SECTION) 4 COFIIE 1 TILE N.T.S. N.T.S. N.T.S. 7_2" TO PUMP DIM. IS 70 TOP OF BEAM NOTE: OVERHEAD POWER LINE TO BE RELOCATED UNDER GROUND. POOL LOCATION MUST COMPLY WITH N.E.C. (ARTICLE 6805) SITE P L®A N a) J0144 hL CARROLL. JR PE. LICENSE • 41610 o a 200 AMP PANEL 3 LOT 9 AND 10 WATERSEDGE PLAT BOOK 9, PAGES 141 DADE COUNTYJLORIDA COUNTY: SCALE: I" = 20' LL a a a a o RESIDENCE NAME: SUMAN ADRESS: 1069 NE 91ST TERR. CITY /STATE: MIAMI SHORES,FL HCE# 03- 1335 -01 DRAWN BY: M.S.W. N.E. 91ST TERRACE 21' -2 DATE: 02/11/03 SUBDIVISION: WATERSEDGE LEGAL DESCRIPTION: JOB# OT 9/10 BLOCK 1 PAGE 141 MIAMI -DADE PAGE 2 OF 4 BOOK 9 CHARLES W YOCOM O 0 ON 4 1 0 N I N N N ■t L1) 0 O .� Z O Z W Z X O Q _ W W J W J U `` W LL W Q W -J Z 7 O LL z W V Q Z J W Z 0) J Z O W V 3 fx O W Z Of 0 O N = Lt) PUMP SIZES AVG. FLOW VENT SIZES MAX. LENGTH II-4P 60 GPM I" 13 FT 1.5 HP 15 GPM I" 92 FT 2 HP 100 GPM I" 122 FT 2.5 HP 135 GPM I" 165 FT 3 HP 145 GPM I" 111 FT 1. 71-413 SAFETY VACUUM RELIEF SYSTEM I5 A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET 70 A MAXIMUM OF 45 INCHES OF MERCURY. 2. THIS SYSTEM IS A BACKUP 70 PROVIDE SUCTION RELIEF SHOULD ENTRAPMENT OCCUR 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME A112.19.5M 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 LENGT-4 MUST NOT EXCEED 71-4E TOTAL LENGTH OF THE MAIN DRAIN LINE. S. 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 SAFETY VACUUM RELEASE SYSTEM (SVRS) BASED ON FOLLOWING EQUATION ONE HP PUMP FLOW RATE 60GPM660'TD14 60GPM / (60X1.48) = 0.13369 CUBIC FEET PER SECOND. FLOW X 3 SECONDS (CODE REQUIRED) MAXIMUM SIZE OF OPENING. 0.13369 X 3 = 0.4011 CUBIC FEET AREA OF I" VENT PIPE _ .00545 SO FEET THE ALLOWABLE LENGTH = 0.4011 / .00545 = 13h FEET THEREFORE, FOR A 144P PUMP AND I" VENT LINE, THE MAXIMUM LENGTH OF PIPE 1S 13.6 FEET VENT PIPE MAXIMUM LENGTH z LEGEND 2 WAY VALVE CHECK VALVE 3 WAY VALVE 3' MIN. /A4 FROM INSIDE EDGE OF DRAIN TO INSIDE EDGE OF DRAIN go a J01-t4 11. CA ROLL JR PE. LICENSE • 41610 PRESSURE GAUGE AND AIR RELIEF VALVE FILTER ' PUMP W/ _HAIR 4 LINT STRAINER 60GPM4D60'TD1-4 \Z° A •1 t pf PIPING SCNEMATIC NAME: SUMAN ADRESS: 1069 NE 91ST TERR. CITY /STATE: MIAMI SHORES,FL HCE# 03- 1335 -01 DRAWN BY: M.S.W. ` DATE: 02/11/03 LOT 9/10 BLOCK 1 SUBDIVISION: WATERSEDGE COUNTY: JOB# MIAMI - DADE PUMP W/ HAIR 4 LINT STRAINER 90GPMg6011:D14 N.T.B. PAGE 3 OF 4 PAGE 141 BOOK 9 CHARLES W YOCOM CD 1 0 co VJ N N N ■t Ln O .� � Z Z X OQ I Li. Q.= J W J Q U cr W Q V I Q W J W Z • U IL Z W � U Q Z J Z W Z O W U Ex O W 0 - Z tn C O N Ln GENERAL NOTES CODE REQUIREMENTS - Private swimming pool and spas must comply with chapter 424.s 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 Florida Building Code, Plumbing. (424.23). 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 pools± and NSPi -5," Standard For residential swimming pools± published by the National Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Testing 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 4112.19.8M, "Suction Fittings for Use in Swimming Pools, Spas, Not 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 system, 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 Suction 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 planes± i.e., on the bottom and one on the vertical wall, or one each on two separate vertical walls. These suction inlets shall be plumbed such that water is drawn through them simultaneously through a common Tine to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fitting(s) shall be located in an accessible position at least 6 inches and not greater than 12 inches below the minimum operating water level or as an attachment to the skimmer(s). 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 dimension of five pipe diameters, minimum 10 inches, fitted with a suitable cover. 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 less than 35 psi for 15 minutes. Per manufacture recommendations, no air test shall be approved for PVC and fittings. Sec. 424.2.12.1 Pressure tests. 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 gas supply requirements for water heaters Sec.424.2.14.1. It must contain a thermostatic or high - pressure control switch so the pool water does 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. 24.2.15 Electrical - Electrical wiring and equipment shall comply with the National Electri:.(7,l Code. Pool Enclosure - Residential Pools shall comply with section 424.',:.11.1 ti-tough 4-24.21.3 Ladders and Steps - All pools shall be provided with a ladder or steps in the ':hallow end where the water exceeds 24 inches. Where water depth exceeds 5 feet, therms 3h3i O'S tidde..s, 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 less. Pool Fittings - Pool fittings shall be of an approved type and design as to be appropriate for the specific application. Sec. 424.2.132 Joints and connections, FBC plumbing Sec. 605.21, 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 installed. Exception is plastic liner pools. Concrete / Steel - All floors * walls of pool to be pneumatically applied concrete with a min 28 day compressive strength of 2500 psi. All reinforcing steel to conform to A.S.TM. 615 grade 40. Soil Statement - Based upon rational analysis, 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 par bearing capacity. Pool Staking - This design engineer assumes no responsibility for pool construction in easements or required setback areas. Plot plans not prepared from legal surveys of' the existing lot and residence are so indicated. The pool contractor 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. Existing Structures - 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 responsibility for the safety of existing structures. Backffll - The contractor shall backfill the pool shell with caution. The plumbing shall not be disturbed. Backffll 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 % of the soils maximum density. A professional engineer will develop soil placement. Warning - To 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. 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OUFFea ANO A$SOCIATES ME-CHAtliCAL EHOINtea CONSULIANil iOcONur GOV UlAPAI 33, FLA. oAAvitP4 ICH,F,OKKJ3 [AppAoito DRAWN BY Oft,441.1, Aiktro 111111243111237,£,X*4,05R-iPrOlIWM3TO.44.1.04%,....*. %ea. At 4 1MAt4= NO. 5 ?14 - sH, 11 WASH. MACH. GAR AGE qAs Fiego 1Na4rivy ¢ "o clue up f/iru roof "/ wea /4er cap. /7'X/4 D /■/N ROOM POR C /1 r - T FROM r S/OE Li RE6 /5 ref COW/VI 5 SCALE %� = / =0 " FRONT s/oE L_ BEDROOM #3 6' PL I/MB /NG NOTES : All co /d wa/ar "iolagg /o 6a 6e /ow /Zoo,... 4(Iroa.» w.n8 sbv // 6e 4e-a/Wo/ Me under- side of the Roo,- Jois/J. ,4// ho/ wa/et p'Pin• sha // 6e above /he ce i / »)d. 6 pp 3. A// asp /p/ W 4// 6ce a /von "e4 copper: I 1 1 1 _1 1' 1 ' A/o 54 6 ISOMETR /G' QAS f-7 /P /NG DATE NO. REVISIONS RD'S /OENCE FOR MR. MRS. H 0 ciA 57A7TER R. L. DUFFER ANO ASSOCIATE • MECHANICAL. !ENGINEER CONSULTANT no. QOX TZ MIAMI 35. 1 DRAWN Ham' ICHECKED- N4 [APPROVE SHEET NO. TOP CHORD BOTT. CHORD Designed at 331% unit stress increase for short -time loading on lumber BOTT. CHORD TOP CIIORD ALL WEB MEMBERS 22' -23' 24' -25' 26' -28' Nominal size in nches 2x4 2x4 2x4 2x4 2x4 2x6 2x6 2x6 1500 1500 1500 1200 1200 1509 1500 1500 1000 1000 1200 1350 1100 1200 1350 Industrial Coast Region Douglas Fir, or equal Industrial West Coast Hemlock, or equal Industrial Coast Region Douglas Fir, or equal No. 2 Southern Pine, or equal Standard West Coast Hemlock or Standard Coast Region Douglas Fir, or equal Construction West Coast Hemlock, or equal Construction Coast Region Douglas Fir,requa No. 1 Southern Pine, or equal Designed at 15% unit stress increase for short -time loading on lumber 25' -29' Ext. fiber m bending "f" & tens . parallel t0 grain, "t' (P. s. 1. ) LUMBER SPECIFICATIONS SPECIES AND COMMERCL4L GRADE Industrial West Coast Hemlock or No. 2 Southern Pine, or equal No. 1 Southern Pine , or equal onstruction Coast Region Douglas Fir,or equal Industrial West Coast Hemlock, or equal DESIGN CRITERIA TRUSSED NOMINA RAFTER NO. SPAN 16- 2.0 -T-1 16' 17- 2.0 -T -1 17' 18- 2.0 -T -1 18' 19-2.0 -T-1 19' 20- 2.0 -T -1 20' 21 -2. 0 -T -1 21' 22- 2.0 -T-1 22' 23-2.0 -T-1 23' 24-2.0-T-1 24' 25- 2.0 -T -1 26- 2.0 -T -1 27- 2.0 -T-1 28- 2.0 -T-1 29- 2.0 -T -1 30- 2.0 -T-1 31- 2.0 -T-1 31' 32- 2.0 -T -1 32' 25' 26' 27' 28' 29' 30' 16.4' 17.4' 18. 4' 19.4' 20.4' 21.4' 22.4' 23. 4' 24.4' 25,4' 26.4' 27.4' 28.4' 29. 4' 30.4' CAMBER 9/32" 5/16 ' 5/ 16" 11/32" 11/32" 3/8" 3/8" 13/32" 13/32" 4092 4341 4591 4840 5090 5339 5589 5838 6088 6337 6587 6836 7086 3396 3604 3811 4018 4225 4432 4639 4846 5053 5260 5467 5675 5882 6089 4038 4284 4530 4776 5022 5269 5515 5761 6007 6253 6500 6746 6992 7238 2767 2935 3104 3273 3441 3610 3779 3948 4116 4285 4454 4622 4791 4960 CLEAR SPAN 31.4' 17/32" +40.7 L (Y) STRESS DIAGRAM DESIGN STRESSES, POUNDS 3842 3189 3791 2598 721 +168.7 L (L 13.55 L 1095 1142 1189 7335 1376 ( 6296 7485 5129 1423 7834 6503 7731 5297 1470 627 667 708 952 993 1034 1197 1237 1278 DETAIL "AG" Trussed Rafter Spacing = 2' -0" c/c Live Load Dead Load 27.5 L 30 p. s. f. 25 p. s. f. Design Load = 55 p. s. f. Maximum nail load = 76 lbs. /nail (equals 55 lbs. /nail @ 40 psf loading) GANG-NAIL HARDWARE Stamped from 14 gauge galvanized steel; Manufactured & supplied by Gang - Nails, Inc., Miami, Florida. Install Gang -Nails on both sides of truss face unless otherwise stated. DETAIL "AH "I HALF SPAN 27.1L L = SPAN SPACE DIAGRAM DESIGN ei FABRICATION DATA Design and fabrication meets with "National Design Specifications for Stress -Grade Lumber & its Fast- enings", by National Lumber Man- ufacturers Assoc, -1 latest revision) and "Timber Construction Standards" by American Institute of Timber Con struction- ( latest revision ) TOP CHORD DETAIL "AJ "s... BOTTOM CHORD APPROX. 1/3 PT.- CLEAR SPAN NOMINAL SPAN - OUT TO OUT OF SUPPORTS 27.5 L -FOR- DETAIL "AI "a• NOTE: SPLICE FOR 16', 20', 24', 28', 32' SPANS LOCATED ON C /L, FOR OTHER SPANS - AS SHOWN SEE DRAWING NO. 4 FOR DETAILS OF TRUSS JOINTS 2 -T -I SERIES GANG-NAILS, INC. Jureit & Associates, Inc. - Engineers "ri CENTER ABOUT ER .'v EXCEPT FOR B. C. SPLICE 2/12 STANDARD TRUSSED RAFTERS FOR SPANS 16 TO 32 FEET DMWIMY XUM.R ';*tAi 4. 100014 0I.A4,04.rit iz: +1......1tItr.tmttetratottimmottlytet, 1 7 " Ott- • Nt•t'oefs t o v4f (5 x r't N41 -i4 o s A 9 J ;5 210 r-i t. 1 ..••■••■•■• •••■•••• • 0 11: / ; s i 7 • • le3'.2"1-40?.5E4."rtok; 2 (Nt L zetttz APilt0140 PiY: *C1' O .-- 0 £.0 e.0 1 -o - / 1 2.1 1 i O GI 1 -0 <14. .6'41 3 ilAr 'Aire /. /-;" C. I GATE CITY LUMBER & SUPPLY CO. ROOF TRUSS DEPARTMENT 1 ° M‘ VI I t I of1Avy . tiqo'Ntn.tavt Noosssb FOk-- f--1 A, S 0 0 e_. zipeucp c)K.) co.