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PLANSx ` P TQ y G f Ili PC? �,r1� G .. A i" nt` F � T Q 'N V s' SI `N11t 6Y t 1 u O.r�Qti �s ��c R 4 l.r.. ii A C t l • c) r,7 // 0 2-J6 4 f ( ' a 95 k.5 2Ter 1ls ci ?-5 E= At ?3o A/6: . ?9Sr'% i k ' r../ , WAIV3R 0? PLAT SURV31 Olt FOR; D'IAN CLAU3SliU 0 A1:i ; le6 8 , 1977 y •.c: 4 LOCATInN SigiTC} , ,_SCA1_31,1fi !J Ql_ sr,' 1 NBROY C` f(TIFY that there 'aro no other exiating etructurea, improvements, utilities, dedications or eases .ecita of record than shown hereon, and that this .doecription and map have been prepared under my Jiroctton and aro true and correct to the beet of my knowledge and belief. J. ti. FfRD CO: 0. U ), -. C.4 Ludd 71.230 Regietored Land Surveyor State of Florida UTILITI3St Slectria Powor and Public Water, in area ,. Soptic Tanks presently being used PRO BRTY V N3D; Single Family Residence Parcel At Lot 10 and the West half of Lot 9,' Block 80, • . ,uIM I Si-MSS S3CTI 3, According to the Plat thereof as recnrdod in slat 8nnk 10, at Pape 37 of the Public Records of Dade County, Florida. Parcel B; Lot 8 and the Baal half of Lot 9, Dyck 80, kIAM1 S1i^RK3 S&G1I'N 3, According to tine Plat thereof as rfcorded in Plat S ,, ok 10, at Page 37 of the F ReoArde . of Dade County, Florida. Peront Tracts Lots 8, 9, and 10 thereof. • ARM NO, 46.012 V Al l9.S V_1__ 1 f 1 20 . f < </ „ ; roTP i...„........,---- I, :s.cloo ,. el 4 .3„ ei. ...... t r .... ... .,..............._.....__________ . ,_.. V • E x r '1.6o kit 6,15 L � 1 , • • /t/ . J. , f i • • ._ 1 . . _ .. �,. �,... •6., • • . • • } ,••• ter• . •..w.. •■ •••••• • ... -•••• M • 1,•• • • Y., �•• •M - w• •! N • ♦1 r� 1+'• •••••••••—••-••••• ••• • co , - _ _ _ .r4 •• L_.... a..•• w ...._ • , • , ..... d► FOP fl (i w. f .. 4i..19, }' E' 1'.1, t t:. U!, '1J Mkt;1, 'r'e. Y'kVr.P,; (44.4'; /4 • • . • 9.9 ; r . ••••••.••••■•••••••• • .••••• •••••••• • .. . .r... •.• 74 ' • •'c_ `•• ••• . .•••• • • AA ••••. • ... • _.•—•— ••• •• • W .NJ - 01 indicate() Mean sea Lovol datum Blevatinne Flood Criteria; 5.0 foot Fru»iPVKi 11(1 Pt1.01 �:. *& ___ 'l 0 CA RA 4 I' N 5 eY4 f4 ac. LdOR s v,, PIPE SIZES (DIA.) FRONT AN RAFT C SPAN 5'-0' 9'-0' 12'-0' 16' -0' 18' -0' 20' -0' 25' -0' 3' -0' a 6-0 INUMIIII2i111111IIMIN S NG. PAR . Tor -� �� O O�IITiWII��iIIMEID�� WOMB t W1111 111P111111I>•__IEEUMIIIIIM 3/4' 111111M�� `ayl 3!6• >��E �1� IIMMO 3/6' II WWII 9 ,_ 0 . 25' .171. lop Lr 16' -pa 108 v2' 3/8' D.A. 3/4• 1 ' s•• r r 1.. ��' acn. - vz ism : 3/6' i Errr�i v7 imimes -- -- 1/2' DA. yr - 18' -0' 5. I/ • Ion Ir r ST ® r VV��'' 1 ?? Yt ®® �� V vEF T. NA- 30' 3 /8' 10P mac Ri 3/6' 3!6 ` .T 3/6' 3/6' ' a ' O 20'-0 108 3/4' .7 r 1-V4' V1/ • 4' . yr • 1.11. ®Yr 1'r' 3/6' 3/8' S'r 3/6' ILINJNI 3/6' ®tll�ii 3/6' /_ a T,. Mail r W-NN - r MIG r ' 3/6' i�' 3/B' 3/6' 3/8' 3/8 3/8' SOE BAR S12LS T� BOTT. VERT. !/r• r r r 1 -1/4' I -1/4' / ' V2' V2' 1' 1 1-1/4' 1-1/4' 11.231111® /:• FLAT TRUSSES PIPE SIZES mon RAFTER SPAN 12' -0' srAx 16' -0' 18' -0' r a a 25 -0' COIIAA•S MOE BAR d (1145.) 18 24 18 24 18 24 3/ro.A. 3/8' DA. 18 24 25' 0 lop Lr v7 11 r -3• 3/8' D.A. 1r r s•• r 3/8' D.A. 1.. i . c CHARD " n.rrc v7 vz JS' -0' r -W VI r� v7 w 1/2' DA. yr Yom.. AA 5.4 ® Yr 5. Era ® ► © vr ®Yr Ir r ST ® r Yr ® r in ® r Yt ®® �� In vEF T. NA- 30' ('• 10P mac Ri L S:Tt. 0X]4 .T �r is 1 :7 S/r .7 YER1. D.. `✓t 1.11. ®Yr 1'r' ®mina S'r gm 35' 0' TOP CNRJ r Sir r r M r MIG r N:11. DMJRO 5/.r vr :Jr r 1'r r 1.4. 0.A.7vl D. Y ST !/r• :'I ' T 5.8 S? . ../r vt;47 cu. S'I 5 S S/I 5-r 5 54 5 7 ffs _ . !'r � 0 , D.- 10, C-c,0 -, Da3111212I�' yr U Jaa�i S. ZIES'-: II25� Tr.c.o.° r GA�bt. & l D.... 54 ` Fr 00, 1177 o. ®S'r ®sEI lwwi ® ®© ,YE)T)1 1Y(. A PPE SIZES MKT BARS BACK IAA RIBS PAWLS COIIAA•S MOE BAR TOP ' $OTT. TOP BOIT. 5' -0' 0' -9' 3/ro.A. 3/8' DA. 3/8' D.A. 30.4011.4- 3/8' D.A. 3/8' D.A. 3/4' DA. 1/2' DIA. 7O' -0' r -3• 3/8' D.A. 3/8' DA. 3/8' DA. Sa3/1' D.r_ 3/8' D.A. 3/6' D.A. 3/4' D.A. 1/2' DA. JS' -0' r -W 1/2' DIA. V2' DA. 1/2' DA. /LIP Dar. 1/2' DA. 1/2' DNA. r DtA. 3/4' D.A. 33' -0' 2' -6' V2' DIA. V2' D.A. 1/2' D.A. _ 945./7 DA. 112' DA. V2' D.A. r DIA. 3/4' D.A. WIDTH DC Sp T 140X ME ATIFOCJJTE FLUE MO VRAYE COLT 7DP s :1T. VCRT. h TOP soli. VEJtT. 10' - 0' V2' 3/4' 3/4' 3/4' 1/2' 3/8' t' -6' 3/4' V2' 3/8' 1' 15' -0' r r 3/4' r V2' 316' 2' -3' r V2' 3/8' r 20'-0'_ r r r _ 1-1/4' V2' 1/2' 2' -9' r 1/2' 3/8' r PAY TER SPAN 5 t I r 0 to rr To rn ra fru rS 4 Xs TO la SN1E PIPE 3/4' 1' 1 -1/4' - - - - • TRUSSED PPE TOP 1/2' 3/4' r r r 1-V4' r :11. 3/6' 1/2' 1/2' 3/4' 3/4' r YEFD• 318' , 3/8' 1/2' 1/7' 1/2' V2' WIDTH h PPE �ES RIBS 73 ` R' /2D' 6 n$I 1/2' 5' -0' t' -0' 30:/2' 1/2' 10' -0' 2' -O' 501/2' 1/2' 1/2' 15 -O' 3' -O' T0; /2' V2' 1/2' a 2O' -0' 4' -6' 90(/2' 1/2' _ 1/2' CAN1. SPAN 3' /S' 6'/9' 10'/52' 3716' R' /2D' TOP V2' DA. 3/4' D.A. r Dart. 1i/4' D.A. I Da_ 801 TOY V2' DA. 3/4' D.A. r DA, r-Vr ru . FVr DNA. ►RB _ r-o • r-B• 3' -8' S' -4• 1' -4' PROJ. RIBS iBAR1 3' -0' 1/2' 1/2' 6' -0' 1/2' 3/4' i0' -D 3/4' r Arr:mit 10 MULOP C ` ..0.1 01.x RNIs s • 1;.a. srr cu. v ' >M .OE - SECTIONS POE WI TO' Sr AN r 6 OoND TR.AS PA16 ,4041• r rT T1 LAPS Srr rErreAt M rT t$ 0 0.5' 1 !D' PCTNS ht TN AAA N COTE 11 Nt:N LJ i.u1G 3lbli' Int.1%stS. AS S.t.tot'o 1Z t 7_!1t - 2 ; co- CI 1 - t V E' I tJ c) r , D.Ace oOIp '�- r 8 w �wa4a E•1•a•cAc.bk Co►u r /d' ,COS S- k aw . V2' 0.D. AlIW'.CJ41 tQ +G'T)l 10 A 1L m o r S'-0' - 0R101 aue.rA a<f04 N SPARS) YT 114.140011S To OE T 1/0 ID • 11RJCTIRJL E.M' OR CatYL MULE AtACCRO 1:1 t7-17 CRKTLEVENT TYPE TRUSS RAFTERS BACK BAR INTO CONCRETE (USED MITH V2' X 2' EXPAN'S!OS S'17..0) TYPICAL ANCHOR CONNECTIONS NOTE, ALL a&1G ?6 D07T FOR rt ARE FOR UAN[TVIS. NO1E1 ALL PIPE SIZE DVENSCACIMAEEERS. INTO MOOD OR METAL ALE A4C•4ORS ARE TO BE SPACED NO CREAtER THAN 3' - 0' APART. SPECIAL ANCHOR SITUATIONS ARE 70 BE DESPSNED EY A REGIS1MED E?r:RjER. 1/r DA. FOR I5'-0' ► 70'-0' rTD1S TYPE 4 SAW E E1C BAR BACK BAR PIP. CLAN -1P sAst run Arm E Y 14. ::a can lox ALTERNATE tOLUAIN BASE FOR USE ON EXlST1NG SLAB trrlr.L rt0T14 .-, »08:8181 TO u044 COLUMNS: f7D`.r i 'R-'$ a nr-M 3 Sf Lrs I V4' FAA rpR 8S'-0 SrMS TYPE 2 /TO► CVO W:TCAL LRS LA" .AL Loa FLAT TRUSSES SIDE ELEVATION ��1i111► _ 1-A4r N /EXf? E4-L2 \' r,g-a A,JC4 -&GIC TYPE 6 P�JC-E: USE >gL..6 IV *Ake' ti+ Gi -xa y.SE�:+� At. La oa a ''Ce'c 1c W To G c L.CRETc Wu _ C -i usto.ly Stut..T us . 4is. fl.1 3 W J l►J T`yPi Z; G4L. P`4, riA'1D0 1 b lAc..ok'0144 1.4 ._ . glean SAR FRONT ELEVATION PLAN yr DA. IN 0.51 Atl GOUC. Ttfa - T= o's W `3 - i'.W. D.t t rtcTMC -- r^It V;r 0o) r -r4C0C rELDE■ 70 rim mums. TYPE - 3 TYPE 5B MSS Al r-P Lt AA r)Oe(1 11.8 tMJ OTC: 12..N-M1 s NAVC 'Pt tN 'ES t116A15E0 US'U018.A.7 +08:84.A4A ■ASIS, Aocom To uoNC IO 2. 4R Kri'*8 ON+ 6�1 1.'O't./Al S air Do. moo AAA CTtrJ TYPE 5A O TC V.NW 1.150•16 r ILO. T t,AR T a.uas 14 8" T■0f StS r 9II.J. Wavy. ►AS M►r K CM tW1 GENERAL NOTESt L ILAD OF A8441 SJPPORTED ON &COM L ALL PPE 10 IC ASA SCA:WA N CAI VARe1 . 1 ALL PtLDS ARE 10 0041.T t1N ILES. CODE, LATEST CAT 4.C'05I34 8110 `TN ALt.►a'8 PM1. S. ALL STRUCTURES ARE OESgC M AcrorrARax trrr) TK FOLLo».c 13a3 CODES {L.r. T) o. SOX'S FLGfdA &r ow �F ZNAPrwt. 4 • yo.. A SOLTERN 511. CARD 8...t cox CAS A P TS /2 P 15 tTY iT NI. ' / /No o. CITY CODE PALM W..aQAN REI VDDIrICVION TO SO;1Teilu: S1A• ARO SECTORS &ALONG 8.CJ.I.'TAS A►)arCS S'.41.1. 8E REY:VED S'CN VENDS 8EACN Duxl.LN trsOLE CALE FORCE 08 INSTALLED N SJOI A YA'i=R THAT R *ILL now ov TK F,ALE. MIN A MW IGAD OF FTTEEN O57 P0.!•OS PER SGxa! FOOT. (.I .i.', HOtt 61Rta 7.FRAfICS MTND'JT COI AS Olt CARAT 140 VA ES /.RDJa ►KSCeG.11v. Ao.o.SeLj2) O. traa.a without corara 6.,58.6 RN par AICZ 1- 18,.rp D CANVAS AWNING FRAMES STANDARD FRAvES FOR M-\ \ C 0 _ 1 P,0_ S ANGELO J. G.=BAY t1S MOrsatroKLI IO40OS1L enta 14,10.610€4 'VS - 41 14 - 548 0.911 \\ ab A * "F J G ow arc. !/ 1-40E • 1 2. 7 2(2. X )EN T 13AM • LtjtNCt K()OM r - 9 e>' , ../"x .w - / X e • r 4'-1&p 1 :j ••• I ..:—.........4.4.4 I / c . 4 ■ 44.4 ,•,....... 4.,, ..;••• ...,..........., ' ,..........,...,................j... ••....44 *a.... , .............m:e.4.. '-.......4.,...w... DIN 1 I\J 6- Room i....--..... . --- ' k"..-."-•—•-...................••••■••• * ...ow . ,.. ...-........ ,..., sr ,..... , .....-,......- 4................J..."........... DR.00M • - • • - `,14" 4.- • ,■•• um. 44. Kt , , • e 44-44, .4144 . 4.6 , 66#44 4 6-66 , 0 6 , PL IL r )4 2. ?p 1 s5, A WAJiAl S (i / A 9 ) bwA/64 TA exivtA A00/S.,5 : 93 q9 C/1 MIAMI Stole'' • • ft 1 • REVISIONS ORAWN TA m A.) CHECKED 12 11 10 9 8 170 7 8 5 4 3 C4 SURVEYOR'S SEAL Unless it bears the signature and the original raised seal of a Florida licensed surveyor and mapper, this map/report is for informational purposes only and is not valid. REVISED: 07 -20 -04 N E. 100th Street 13 14 15 16 18 19 20 21 22 23 N.E. 99th Street Location Sketch NTS LEGAL DESCRIPTION: The East 9 feet of Lot 16, all of Lot 17, and the West 16 feet of Lot 18, Block 170, SECTION NO. 8 OF MIAMI SHORES, according to the Plat thereof, as recorded in Plat Book 14, Page 33, of the Public Records of DADE County, Florida. PREPARED FOR: Mark Gallo & Daryl Gallo, 933 N.E. 99 Street, Miami, FL 33138 Surveyor's Note: • X Denotes Spot Elevation • Elevations shown refer to National Geodetic Vertical Datum 1929. BOUNDARY SURVEY I HEREBY CERTIFY: That the attached survey was made under my responsible charge and substantially meets the minimum technical standards as set forth by the FLORIDA BOARD OF LAND SURVEYORS in Chapter 61617 -8, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. There are no encroachments, overlaps, easements appearing on th lat or visible easements other than as shown her ELSON M RENA Re•'stered Surveyor & Mapper No. 5504 State of Florida MOJARENA & ASSOCIATES, INC. Land Surveyors & Mappers Certificate of Authorization No. 6698 12925 S.W. 132nd Avenue Miami, Florida 33186 (305) 278 -2494 FLOOD ZONE: X DATE: 07 -12 -00 SCALE: 1 " =20' LEGCND ..t1 = C antral ; ngle • A -A A/C = Air Conditioner ASPH = Asphalt BBC = Barliecue C6 = Catch Bas'n ce.3 = Cor..zrete Eiock Structure Ch = Char Chatta. = Chattahoochee t = Center Line CLF = Chain Link Fence CI. = CI^ar .oi,c. _ Concrete 0 =Dead .3 = Diameter DH = Drill Hole DME = Drainage & Maintenance Easm't Easm't = Easement Enc. = Encroachment F.H. = Fire Hydrant FIP = Found 1/2' Iron Pipe FIR = Found 1/2" Iron Rebar FPL = Florida Power & Light ID = Identification I.P. = Iron Pipe LB = Licensed Business LME = Lake Maintenance Easement L.S. = Land Surveyor M = Measured MAINT. = Maintenance ME = Maintenance Easement fi = Monument Line Mon. = Monument N/A = Not Applicable N/D = Nail & Disc he = Number NTS = Not to Scale O/S = Offset O.U.L. = Overhead Utility Lines P = Plat PB = Plat Book PC = Point of Curvature PCP = Permanent Control Point PG = Page P.I. = Point of Intersection PKWY = Parkway e = Property Line PL = Planter PLS = Professional Land Surveyor P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.P. = Power Pole PRC = Point of Reverse Curvature PRM = Point of Reference Monument PT = Point of Tangency R = Radius Res. = Residence R.L.S. = Registered Land Surveyor RNG = Range R/R = Railroad RSM = Registered Surveyor & Mapper RIW = Right-of-Way Sdwk = Sidewalk Sec. = Section T = Tangent TWP = Township U.E. = Utility Easement UTIL. = Utility W.F. = Wood Fence W.M. = Water Meter WME = Wall Maintenance Easement BASE: N/A DWN. BY B.D. JOB NO. 00 -0900 4' CLF / ` 1 nd. 1/2' I.P. (No I.D.) On a —'-- - X 0 197.30 (M Fnd. 1/2' I.Po- Fnd, Na (No I.D.) (No 1.0. N. 99th STREET Note: • All clearances and/or encroachments shown hereon are of app nature. Fence ownership by visual means. Legal ownership of fences not determined. • • Underground structures, if any, not located. • Bearings, if shown, are based on assumed meridian or Plat of Record. • Lands shown hereon were not abstracted for easements and /or right-of-ways of record. • Legal description provided by client. O N c0 /)Y NoLDY " J 7" d 0 2 J l N.E. 9th Avenue 11111; 1 DATE '0N:NG RJUTURAL II)6Z 1.//:5-4 LE'. TRICAI LUMBING FCH'AN CAL L Dfs�. � N ___ . _ .. _,..--..x_17 )u.li_LT TO CCMFLiANLE 41111 ALL L-ER =IkL, liZ — _. ._ . C 00 J I ...J �cp� .ha� -- CLG . 0I -10 II - t- - i , r, RO.D BY DATE '0N:NG RJUTURAL II)6Z 1.//:5-4 LE'. TRICAI LUMBING FCH'AN CAL L Dfs�. � N ___ . _ .. _,..--..x_17 )u.li_LT TO CCMFLiANLE 41111 ALL L-ER =IkL, 111 111 22' -0" r 111 El E3 5 T1 T2 T3 T3 T3 T3 c9 THIS SIDE ON H45 TO BE I' -0" FOR ADD. ROOF TO MATCH EXISTING 1 Date TATE [ ND COUNTY RULES AND REG' Laf1U , Ec [..] REVIEWED Ti REVISE AND RESUBMIT C] REJECTED C] FURNISH AS CORRECTED Corrections or comments made on this shop drawings during this review do not relieve con- tractor from compliance with requirements of the drawings and scec'•iications. This check is ,nly for review ..` the oral conformance with trio design conce. 0 c project and general r w `n the irfcirmation given in the contract documents. s. Tne contractor is responsi- ble for; confirmi and t;D:reiating all quantities and dimensions sc:, :n fabrication processes and techniques n con3tcuct'•on; coordinating his or her work with than of all other trades and performing his work in a safe and satisfactory manner. N`VCS Consulting & Specialty Engineering Services, Inc. Date d : 2(` `' l By TRUSS DESIGN PROFESSIONAL State of Florida Registered Engineer Morris A. Shashoua, PE. Maurice A. Shashoua, PE., IN 1908 NW 112 AVENUE Coral Springs, FL 330 (954) 153 -1988 FL REG. NOS. EE35251 4 19554 Revisions IDI= SIC=1"..4 IT i'IA: Truss Design Criteria: EBC /ANS195 Top chord live load: 30 psf Top chord dead load: 15 psf Bot chord live load: 0 par t3ot chord dead Toad: 10 psf Duration Factor: 1.33 % Wind Design Criteria: A - 1 -98 Wind Design Speed: (140 mph Design Exposure: 12 TYPICAL TRUSS END DETAIL FIELD BRACING is not the responsibility of the truss Fabricator, truss designer, nor plate manufacturer. Truss Erectors are cautioned to seek professional advice re- garding erection bracing which 15 always reuired, to prevent toppling and dominolnc during erection, and permanent bracing which may be required in specific aoplfca- tions. Trusses shall be erected ano fastener in a straight and plumb position. Trusses shall be handled with reasonable care durino erection to prevent excessive damage or personal InJury. Refer to E3CSI 1 -03 for info see engineering for connections, nailing schedules, girder plies, etc. E3artne I.4 Lilt Sch�clui� All walls shown on this layout are bearing 8' -10" NOTE: Truss reactions and uplift calcs are provided for the JOE3 ENGINEER OF RE- CORD or the JOB ARCHITECT to accurately provide for connection of the roof to the supporting structure. Designers of support- ing connections are SOLELY responsible for the integrity of their product_ 5u lied Sim•son -Ian•er Cap Mar Qty Type A 0 US26 B 0 HUS26 C 0 H141526 -2 HUS28 E 0 HU548 F 0 1-11-1U528 -2 Cz 0 1.4GU528 -3 N 0 SUR/L 26 I 0 k&iR /L 26 -2 J 0 T HA A26 SI�/L 2 K 0 kS 41 L 0 H 2 M 0 TT EJAC HJACK &cities as of (/1/2004 Roof Uplift Floor 900 2185 2 580 3380 1505 3885 6805 800 1000 120 lb10 2000 115 1390 1390 3485 4355 1430 3940 5240 610 815 Truss to trues connection& listed above are Included in the contracted price. (gangers needed which exceed the capacity of listed hangers can be supplied as an added coat All other connection& are BY OTHERS Si-4O1P DRAWING! APPROVAL 1200 1010 3335 1550 3440 1550 355 2000 2010 1550 5180 2000 1325 3220 2325 240 2010 2450 120 x HANGER BY BUILDER This drawing is the sole source for Fabrication of trusses and voids all previous architectural or other lay- outs. Approval of this layout is re- culred before any work can be done. Please verify truss placement, dir- ections, dimensions, bearing condi- tions, pitches, shapes, overhangs, and heel heights. Carefully checking this plan NOUJ can save you costly repairs and alterations later. Approved By: Date: **Requested Truss Delivery we must receive this approval 2 -weeks prior to requested delivery week This 1s authoizatfon to build and ship trusses the week specified Ship Week of •rovide ma• and s•eclai deliver instructions Small us ate Info• atiant:ctrusa.42ut_ Ft. Laudardala - Ph (954)491 -3310 Ft. Lauderdale • Fax (954)491 -5231 Ft. Pi•res - Ph (117)460 -1116 850 N.W. 618T BTREET, FT. LAUDERDALE, FL. 33309 aermEw JF'HOGAN Jco 4GGRE66. 6C..E. 1/4 Dare. 10/15/04 GALLO ADD. 933 NE 99 57. MIAMI SHORES GRAIN pYi UGUR IE'I6aP art Co pan ? HIllerEA 945 page 1 or 1 HOGAN (954)370 -6161 F X:(954)370 -6181 GALL O 935 NE 99 STREET M /AM/, FL ,_35158 Poo/ and Spa Designs, /nc. 6574 Stole Road 7 ,¢199 Coconut Creek, F/ CA# 25982 poo/designsC44t)e//south.net POOL CONSTRUCTION TO L:OMPL'r WITH FBC -2001 SEC424.2 PRIVATE SWIMMING POOLS SELF - CLOSING SELF - LOCKING GATE ∎;LI- A.2A ;JCE FOR OVERHEAD SERVICE DROP + FPL LINES MUST COMPLY WITH NEC 680 P/F RESIDENCE PROPERTY LINE 4 ' 1O' -6" POOL PLAN SCALE: 1/4" = 1' -0" 18" SWIMOUT W /TILED EDGE 6' HIGH PRIVACY WALL NORTH LEGEND RETURN SKIMMER Y CLEANING LINE WNAC LOCK MAIN DRAIN )/--- LIGHT BULLNOSE BRICK COPING SELF - CLOSING SELF- LOCKING GATE POOL SIZE: PERIMETER: 65 AREA: 249 SF PUMP: 1 HP RETURNS: 3 HEATER: N/A CHLORINATOR: NONE COPING: TILE: FINISH: DECK TYPE: DECK SF: DECK DRAIN: FOOTERS: BARRIER: OVERFLOW LINE: YES (IN SKIMMER) THE POOL CONTRACTOR SHALL VERIFY ALL DIM IN FIELD BEFORE DIG BARRIER NOTE: OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED & APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE. 4' CLF- POOL SHALL BE SET 3" BELOW F.F.E OF HOUSE 12' x D BRITE BY OWNER BY OWNER N/A N/A 6' HIGH WALL W /GATE SITE PLAN SCALE: 1"=30' UNDER GRD. ELEC. o SPECIFICATIONS BN 6" POOL EQUIPMENT 25' POOL DEPTH: 3' TO 6' LF VOLUME: 8,381 GALL. TURNOVER RATE: 75.00' LL CONC. SLAB 75.00' FILTER: SKIMMER: CLEANING LINE: LIGHT: POOL FINISH ITEMS SWIMOUT: LADDER: BENCH: HANDRAIL: HANDHOLDS: RAISED BEAM: WATER FEATURE: PILING POOL: OTHER: ONE STORY RESIDENCE 2.33 HRS. 90 SF CART. 1 VAC 100 W 18" x 48" NOTE: POOL PERIMETER IS CALCULATED FROM BACK OF SWIMOUT. NO NO NO NO NO N/A N/A N/A 22' -9" NORTH P 10' 12' -8" Project No.: 05-546 0,4 TE.• 08/24/05 RE IVIS /ONS MARK E. WEBER, P.E. LICENSE # 53895 0,4 7E 1 PUMP SIZES AVG. FLOW VENT MAX. SIZES�LENGTH 3/4 HP 45 GPM 1.5 "/ 24 FT. 1 HP 60 GPM 1,5 "/ 32 FT. 1,5 HP 75 GPM 1.5 "/41 FT. 2.5 HP 135 GPM 1.5"/ 73 FT. 3 HP 145 GPM 1.5 "/ 79 FT. PIPING PLAN SCALE: 1/4" = 1' -0" APPROVED SWIMMING POOL, SPA& WADING POOL SIDE SUCTION & MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLAIN W/ 424.2.6.6 OF F.B.C. r 2" SUCTION 3' Minimum 2 12" m NTS. T T EE EE 1 1/2" VENT PIPING NOTES: — TESTED IN COMPLIANCE W /F.B C.424.2.6.6 SUCTION ENTRAPMENT ATMOSPHERIC VENT TEST PROTOCOL. —THE MAX. VACCUM W /ONE SUMP PLUGGED AND A BODY ENTRAPMENT ON THE OTHERS SUMP NEVER EXCEEDS 4 5 " OF MERCURY. THE ENTRAPMENT RELEASE IN LESS THAN THREE (3) SECONDS. ALL SUCTION PIPING TO BE 2" & ALL VENT PIPING TO BE 11/2" -MAX. SUCTION PIPE VELOCITY SIX (6) FEET PER SECOND VENT DETAIL 1 VENT PIPE MAXIMUM LENGTH / / / / / / / / / / / / / / / J LIGHT PRESURE GAUGE & AIR RELIEF VALVE PIPING SCHEMATIC LEGEND RETURN SKIMMER CLEANING LINE WNAC LOCK N.TS. BULLNOSE BRICK COPING WASTE LINE MAIN DRAIN LEGEND CHECK VALVE 2 WAY VALVE 3 WAY VALVE RECOMMENDATION. i I 0 FILTER w GEN ERAL NOTES: 1. ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINF. STEEL TO CONFORM TO A.S.T.M. 615 GRADE 60. 3 ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. SOIL STATEMENT: DUE TO RATIONAL ANALYSIS THE SOIL IN THIS AREA HAS A 1500 PSF SAFE 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. 1 5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 6. THIS DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINE. 7. THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER. 8. TEMPERATURE OF THE WATER SHALL BE SET SO THAT MAX. WATER TEMP. = 102 DEGREES F. 9. MIN. 4' FENCE, WITH SELF - LOCKING GATES, REQUIRED AROUND ALL UNSCREENED POOLS. 10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 11. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. THE PATIO DESIGN IS BY OTHERS. 12. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH 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. 13. THIS PLAN REMAINS THE PROPERTY OF POOL AND SPA DESIGNS, INC. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT WRITTEN PERMISSION OF THE DESIGN ENGINEER. 14. ENGINEER STRONGLY RECOMMENDS CONTRACTOR BUILD FROM PLANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT. PASD IS NOT RESPONSIBLE FOR 15. THIS SWIMMING POOL AND SPA HAS BEEN DESIGNED PER RATIONAL ANALYSIS ACCORDING TO ACCEPTED ENGINEERING PRINCIPLES IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE 18. ALARMS TO BE INSTALLED ON ALL WINDOWS AND DOORS WITH DIRECT ACCESS TO POOL. 17. POOL FILL HOSE BIBB SHALL HAVE VACUUM BREAKER UMP W/ HAIR & LINT STRAINER W z J z W z J w J U Poo/ and Spa Designs, /n c. 6574 State Rood 7 #799 Coconut Creek, F/ CA# 25982 HOGAN (954)370 -6161 FAX:(954)370 -6181 GALL O 933 /VE 99 STREET M /AM /, FL 33738 poo/designse//south.net Project No.. 05-546 DA TE. 08/24/05 REV /S /ONS MARK E. WEBER, P.E. LICENSE # 53895 DATE tAlk 2 P.V.C. MAIN DRAIN 0 0 TILE (TYP.) 1\'' HYDROSTATIC goon RELIEF VALVE SET '0 IN [" WASHED ROCK °01 BED SWIMOUT DETAIL MAIN DRAIN DETAIL #3 @10 "O.C.EA WAY (SEE TYPICAL WALL SECTION) 12" 12" / #3 @ 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS 18" 18" 0 o° 0 0000;o;000 0 0 0 0 o N.T.S N.T.S. (2) 8" MAIN DRAINS WITH ANTI — VORTEX COVERS & GRATE SECURED W /TAMPER PROOF SCREWS EXISTING METER O Y LIGHT MINIMUM 18" BELOW WATERLINE EXCEPT "HI-LITES" 18" 12V POOL - LIGHT / #14 FOR 75 & 100W #12 FOR 150W #10 FOR 200W & 300W EXISTING EQUIPMENT PANELBOARD TO SERVICE WP GFI 10' TO 20' FROM WATER -1 4' MIN. FROM W/L JUNCTION BOX 8 POOL DEC SPST - TOGGLE SWITCH N.E.C. APPROVED 1" PVC CONDUIT ELECTRICAL DIAGRAM COPING TILE 3 #12 IN 1/2" COND TIME CLOCK W/ MANUAL SWITCH 2 - #3 CONT. WATER LINE 6 " MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END APPROVED FINISH 6" MIN. DISCONNECTS (OR BREAKERS) 7 SIGHT OF EQUIPMENT 12V LIGHT TRANSFORMER NOTE: i. MOTORS TO BE THERMALLY PROTECTED ii. ALL ELECTRICAL WORK SHALL CONFORM TO N.E.C. ARTICLE NO. 680 iii. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED AND LABELED BY APPROVED TESTING LABORATORY iv. IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ETC. W / #8 WIRE v. CONDUCTORS IN N E.C. APPROVED 1" CONDUIT WHERE PERTINENT. 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 DESIGNEE) FOR DIVING. 11 DEG. SLOPE (TYP.) MAX. ( FOR DEPTHS TO 6' -0" ) 6" WALL W / #3AT10 "O.C. EACH WAY. STEELTEX FORM, KRAFTBOARD OR EQUIV. #3 AT 10" O.C. E.W. BOTT. CENTERED TYPICAL WALL SECTION PUMP 25' 21' WATER LINE 1:7 MAXIMUM SLOPE MAIN DRAIN CENTER LONGITUDINAL POOL SECTION N.T.S 4' N.T.S. 11 DEG. SLOPE (TYP.) MAX PUMP FRAME FILTER TANK MOUNT AND HEATER IF SPECIFIED 1 3/4" x 3/16" TAP CON. � „"-REINFORCED CONC. SLAB IIIIIIII POOL PUMP, FILTER =11_ 111 111 1 1 1111 1111111 AND HEATER ANCHOR POINTS (TYP.) FILTER POOL PUMP & FILTER ANCHOR POINTS (TYP.) NOTES: ANCHOR BOLTS THROUGH BASE (1 3/4" x 3/16 ") (TAP CON) FOR POOL PUMP & FILTER POOL EQUIPMENT ANCHORING MAIN DRAIN SAFETY 1. THIS SAFETY VACUUM RELIEF SYSTEM IS A NON MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM OF 4.5 INCHES OF MERCURY. 2. THIS SYSTEM IS A BACKUP TO 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 8M 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. 7. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF THE MAIN DRAIN LINE. 9. LABEL VENT: POOL SAFETY DEVICE - DO NOT HANDLE PUMP 8. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PREVENT BLOCKAGE BY INSECTS, DEBRIS COLLECTION, BACTERIA, ETC.. N.T.S (954)370 -6161 FAX:(954)370 -6181 Poo/ and Spa Designs, /n c. 6574 State Road 7 x/199 Coconut Creek, F/ CA3 25982 poo/a'esignsgtellsouth.net Project No... 05-546 DATE.. 08724705 REV /S /ONS H O GAN GALLO 9.3,3 NE 99 STREET M /AM /, FL J,31,38 n 3 FVLIU V H.C.O.R. 10.85` Fill I !Vivo.% rLtNN dvSVN "IA iVIVC rnwt IA ELEVATION CERTIFICATE Im rtant: Read the instructions on es 1.7. Amended b SEC f KIN A - PROPERTY OWNER INFORMA' ION .. +1' BUILDING OWNER'S NAME Mark Gallo & Daryl Gallo BUILDING STREET ADDRESS (including Apt, Unit. Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 933 N.E. 99 Street CITY STATE Miami Shores FL PROPERTY DESCRIPTION (Lot and Block Numbe•s, fa.c Roca! Humber, Legal Description, etc.) 11 -3206- 034 -0250 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDEILONGITUDE (OPTIONAL) ( ## ## t#1 - ##.it#' or ##.igiMle) HORIZONTAL DATUM: ❑NAD1927 0 NAD1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 120652 1 MIAMI -DADE 610. Indicate the source of the Base Flood Elevation (BFE) data abase flood depict en n 69. ❑ FIS Profile El FIRM 0 Community Determined 0 Other (Describe): B11. Indicate the elevation datum used fa the BFE in 89: NGVD 1929 ❑ NAVD 1988 ❑ Other (Desabe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Profited Area (OPA)? ❑ Yes ❑ No Designation Date SECTION C • BUILDING ELEVATION INFORMATION SURVEY REQUIRED) C1. Building elevations are based at 0 Construction Drawings' ❑ Buad'rg Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2 Building Diagram Number 1(Select the building diagram most similar to tine bullring fa which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the bufldng, provide a sketch a photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3: a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used BM . Does the elevation reference mark used appear on the FIRM? 0 Yes ® No L I a) Top of bottom floor (incl udirng basement or enclosure) b) Top of next higher floor Cl c) Bottom of lowest horizontal structural member (V zones only) O d) Attached garage (top of slab) O e) Lowest elevation of machinery and/or equipment serving the building (Describe in Comments area) ❑ t) Lowest adjacent (finished) grade 0AG) ❑ g) Highest adjacent (finished) grade (HAG) ❑ h) No. of permanent openings (flood vents) within 1 tt above adjacent grade 1111 .1 Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) TITLE President ADDRESS 12925 S.W. 132 Avenue FEMAform 81 -31, January 2003 14 .8 ft. (m) 15 . 3 ft. (m) N/A . ft. (m) 13 . 4 ft. (m) 13 .7 ft. (m) 13 . 2 ft. (m) 13 . 5 ft. (m) ' COMPANY NAME Mojarena & Associates, Inc. CITY Mari DATE 07/20/2004 E::pires December 3, 2005 MDC- DERM -OCT 1999 k•' kx,iu Company Use:: P. Aicv Number Company NAIC Number ?JP Ct InE .,138 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other: a 8 B3. STATE FLORIDA SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to Interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Nelson tutojarena 5504 STATE FL elson rena Registered Surveyor & Mapper No. 5504 07/20/2004 TELEPHONE (305) 278 -2494 ZIP CODE 33186 00-0900 See reverse side for continuation. Replaces all previous editions 84. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX J 86. FIRM INDE( DATE 7/17/95 B7. FIRM PANEL EFFECTNFJREVISED DATE 3/2/94 B& FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooring) N/A FVLIU V H.C.O.R. 10.85` Fill I !Vivo.% rLtNN dvSVN "IA iVIVC rnwt IA ELEVATION CERTIFICATE Im rtant: Read the instructions on es 1.7. Amended b SEC f KIN A - PROPERTY OWNER INFORMA' ION .. +1' BUILDING OWNER'S NAME Mark Gallo & Daryl Gallo BUILDING STREET ADDRESS (including Apt, Unit. Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 933 N.E. 99 Street CITY STATE Miami Shores FL PROPERTY DESCRIPTION (Lot and Block Numbe•s, fa.c Roca! Humber, Legal Description, etc.) 11 -3206- 034 -0250 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDEILONGITUDE (OPTIONAL) ( ## ## t#1 - ##.it#' or ##.igiMle) HORIZONTAL DATUM: ❑NAD1927 0 NAD1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 120652 1 MIAMI -DADE 610. Indicate the source of the Base Flood Elevation (BFE) data abase flood depict en n 69. ❑ FIS Profile El FIRM 0 Community Determined 0 Other (Describe): B11. Indicate the elevation datum used fa the BFE in 89: NGVD 1929 ❑ NAVD 1988 ❑ Other (Desabe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Profited Area (OPA)? ❑ Yes ❑ No Designation Date SECTION C • BUILDING ELEVATION INFORMATION SURVEY REQUIRED) C1. Building elevations are based at 0 Construction Drawings' ❑ Buad'rg Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2 Building Diagram Number 1(Select the building diagram most similar to tine bullring fa which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the bufldng, provide a sketch a photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3: a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used BM . Does the elevation reference mark used appear on the FIRM? 0 Yes ® No L I a) Top of bottom floor (incl udirng basement or enclosure) b) Top of next higher floor Cl c) Bottom of lowest horizontal structural member (V zones only) O d) Attached garage (top of slab) O e) Lowest elevation of machinery and/or equipment serving the building (Describe in Comments area) ❑ t) Lowest adjacent (finished) grade 0AG) ❑ g) Highest adjacent (finished) grade (HAG) ❑ h) No. of permanent openings (flood vents) within 1 tt above adjacent grade 1111 .1 Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) TITLE President ADDRESS 12925 S.W. 132 Avenue FEMAform 81 -31, January 2003 14 .8 ft. (m) 15 . 3 ft. (m) N/A . ft. (m) 13 . 4 ft. (m) 13 .7 ft. (m) 13 . 2 ft. (m) 13 . 5 ft. (m) ' COMPANY NAME Mojarena & Associates, Inc. CITY Mari DATE 07/20/2004 E::pires December 3, 2005 MDC- DERM -OCT 1999 k•' kx,iu Company Use:: P. Aicv Number Company NAIC Number ?JP Ct InE .,138 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other: a 8 B3. STATE FLORIDA SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to Interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Nelson tutojarena 5504 STATE FL elson rena Registered Surveyor & Mapper No. 5504 07/20/2004 TELEPHONE (305) 278 -2494 ZIP CODE 33186 00-0900 See reverse side for continuation. Replaces all previous editions 197.30 Fnd. 1/2' I.Po- (No I.D.) i es Fns 1/2'` (No I.D.) 0.20' Cl. 4' CLF O N co N On E- - x -- cri cn Fnd; No .(No I.D.) ` r d' 9 70' 7 ' i2 0, , \ 0 0, 0 � N Q 0 .a fb Ci e ; Cs Cb 12.30' 0 0 17 0 r- g > d co 9 w 5.50' cfl 0 N cq ei N 0 0 CONC. GRIVE 15.00' ui 20.80' 75.0t.r 4' A/C -/ CONC. SLAB !- O.U.L. -{' 31.90' •.•15.09 0.70' • 3 . U. z .o . U• / nd. ' (No I.D.) ' • , ^ yy �/ ui N.E. 99th STREET 22.00' Note: • All clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. • Underground structures, if any, not located. • Bearings, if shown, are based on assumed meridian or Plat of Record. • Lands shown hereon were not abstracted for easements and/or right-of-ways of record. • Legal description provided by client 10.00' co Highest Floor to Elevation = 15.35' One Story Residence #933 Lowest Floor Elevation = 14.80' 2.70' to =,Wis.lfl.= 1.5' — 10.00'► 12.70' & O. "ci• Fnd. 1/2' I.P. No LD.) 75:OO • . CONC. sDWIF,.. • . ..... . O r co REVISED: 07 -20 -04 12 11 10 9 8 1 7 70 6 5 4 3 2 SURVEYOR'S SEAL Unless it bears the signature and the original raised seal cf a Florida licensed surveyor and mapper, this map /report is for informational purposes only and is not valid. 13 14 15 16 N.E. 100th Street 8 N.E. 99th Street Location Sketch NTS BOUNDARY SURVEY I HEREBY CERTIFY: That the attached survey was made under my responsible charge and substantially meets the minimum technical standards as set forth by the FLORIDA BOARD OF LAND SURVEYORS in Chapter 61G17 8, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. There are no encroachments, overlaps, easements appearing on th =_• lat or visible easements other than as shown her RNA Re • stered Surveyor & Mapper No. 5504 State of Florida 19 20 21 DATE: 07 -12 -00 22 LEGAL DESCRIPTION: The East 9 feet of Lot 16, all of Lot 17, and the West 16 feet of Lot 18, Block 170, SECTION NO. 8 OF MIAMI SHORES, according to the Plat thereof, as recorded in Plat Book 14, Page 33, of the Public Records of DADE County, Florida. PREPARED FOR: Mark Gallo & Daryl Gallo, 933 N.E. 99 Street, Miami, FL 33138 Surveyor's Note: • X Denotes Spot Elevation • Elevations shown refer to National Geodetic Vertical Datum 1929. FLOOD ZONE: X 23 SCALE: 1 " = 20' LEGEND = Central Angle A =Arc NC ASPH BBQ CB CBS CH Chatta. CLF CI. Conc. D 0 DH DME Easm't Enc. F.H. FIP FIR FPL ID I.P. LB LME L.S. M MAINT. ME M Mon. N/A WD N' NTS 0/8 O.U.L. P PB PC PCP PG P.I. PKWY PL PLS P.O.B. P.O.C. P.P. PRC PRM PT R Res. R.L.S. RNG R/R RSM RAW Sdwk Sea T TWP U.E. UTIL. W.F. W.M. WME = Air Conditioner = Asphalt = Barbecue = Catch Basin = Concrete Block Structure = Chord = Chattahoochee = Center Line = Chain Link Fence = Clear = Concrete = Deed = Diameter = Drill Hole = Drainage & Maintenance Easm't = Easement = Encroachment = Fire Hydrant = Found 1/2' Iron Pipe = Found 1/2• Iron Rebar = Florida Power & Light = Identification = Iron Pipe = Licensed Business = Lake Maintenance Easement = Land Surveyor = Measured = Maintenance = Maintenance Easement = Monument Line = Monument = Not Applicable = Nail & Disc = Number = Not to Scale = Offset = Overhead Utility Lines = Plat = Plat Book = Point of Curvature = Permanent Control Point = Page = Point of Intersection = Parkway = Property Line = Planter = Professional Land Surveyor = Point of Beginning = Point of Commencement = Power Pole = Point of Reverse Curvature = Point of Reference Monument = Point of Tangency = Radius = Residence = Registered Land Surveyor = Range = Railroad = Registered Surveyor & Mapper = Right-of-Way = Sidewalk = Section = Tangent = Township = Utility Easement = Utility = Wood Fence = Water Meter = Wall Maintenance Easement MOJARENA & ASSOCIATES, INC. N Land Surveyors & Mappers Certificate of Authorization No. 6698 w e 12925 S.W. 132nd Avenue s Miami, Florida 33186 (305) 278 -2494 BASE: N/A DWN BY JOB NO. B.D. 00 -0900 POOL CONSTRUCTION, DESIGN, ENGINEERING AND WORKMANSHIP TO COMPLY WITH FBC -2004 SEC 424.2.6.1 PRIVATE SWIMMING POOLS FENCE SELF - CLOSING SELF - LOCKING GATE 14' CLEARANCE FOR OVERHEAD SERVICE DROP + FPL LINES MUST COMPLY WITH NEC 680 Spa � gL . FfPUS r4 OU/Z../ RESIDENCE 3' DP. PROPERTY LINE 16' ENGINEER IS NOT RESPONSIBLE FOR EXISTING STRUCTURES. SHOULD ANY EXISTING STRUCTURE BE UNDERMINED OR ITS SUPPORT BE ENCOUNTERED, STOP CONSTRUCTION IMMEDIATELY AND NOTIFY THE ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING 20'-6 ®i0riiirioii lrio ®i,®i9A/M% v fo#2/. SHORING POOL PLAN SCALE: 1/4" = 1' -0" LEGEND MAIN DRAIN LIGHT COPING 5 V NIGI-1 PRIVACY U1ALL 18" SWIMOUT W /TILED EDGE NOTE: #3 © 6" 0.C.E.W. REQUIRED WHERE POOL IS WITHIN 5' OF EXISTING STRUCTURE SHORING REQUIRED I ; RETURN rl SKIMMER CLEANING LINE W/VAC LOCK RAISE BEAM 18" NORTH *romnasrm..' , "..1.a..vv *wwthencemaawa.lonoa< , 9I, FENCE SELF - CLOSING SELF - LOCKING GATE W z POOL EQUIPMENT POOL SIZE 12' x 20' -6" POOL DEPTH: 3' TO 5' PERIMETER 60 LF VOLUME: 6,582 GALL. AREA: 220 SF TURNOVER RATE: 1.83 HRS. PUMP; 1 HP FILTER: 90 SF CART. RETURNS: 3 SKIMMER: 1 HEATER: h N/A CLEANING LINE: VAC CHLORINATOR: NONE LIGHT: 100 W COPING: TILE: FINISH: DECK TYPE: PAVERS DECK SF: 556 SF DECK DRAIN: N/A FOOTERS: BARRIER: OVERFLOW LINE: SIZE: PERIMETER: AREA: PUMP: RETURNS: LIGHT: BLOWER: STEP: GLASS BLC CK: THE POOIj CONTRACTOR SHALL VERIFY ALL DIM IN FIELD pEFORE DIG �.nd 312 "I (No 1.0.) 0.20' CI. -- 4'CLF On Q x: -- Fnd. Nail No I.D Q 0 ‹y SIT4 PLAN SCALE: 1"E30' �swn r� er • - ,:r• r r -rn " SPECIFICATIONS BN 6" D BRITE POOL FINISH ITEMS /A 5' HIGH FENCE YES (IN SKIMMER) SWIMOUT: LADDER: BENCH: HANDRAIL: HANDHOLDS: RAISED BEAM: WATER FEATURE: PILING POOL: OTHER: AUXILLIARY POOL EQUIPMENT 5' x 7' 22 LF 31 SF N/A N/A 75 W N/A NO NO DEPTH: VOLUME: TURNOVER: FILTER: JETS: HEATER: RAISED BEAM: SPILLWAY LF: OTHER: NOTE: POOL PERIMETER IS CALCULATED FROM BACK OF SWIMOUT, POOL SHALL BE SET 6" •EL04V F.F.E. OF HOUSE BARRIER NOTE: OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED & APPROVED PRIOR TO PLASTERING OR FILLING I TH WATER. SUCH PERMANENT BARRIER SHALL BE IN CORDANCE WITH THE 2004 FLORIDA BUILDING CODE S CT. R4101.17.1 THROUGH R4101.17,8 9.70 5.50' 0 .0 N ONC. 75:00' 20.80' w 4' A/C -' CONC. SLAB ; 8`ASPH; PVf NORTH 0 22.00' Highest Floor in Elevation = °' 15.35' One Story Residence #933 Lowest Floor Elevation = 14.80' 31.90' 15.00' r —; L 9 20 0.70' 0 18" x 7' NO NO NO NO NO N /A N/A N/A 696 GALL, 11.6 MIN. 2.70' v, 0 1 3' N/A 4 N/A 18" 24" NO 1.5' 1 nd 1/2" I.P. (No I.D.) K Fnd. 1/2" I.P. 4No I.D,) HOGAN (954)370 -6161 FAX:(954)370 -6181 933 NE 9 9 S TtEE M /At`1 /, FL 3- Poo/ and Spa Ues /g'ns, /nc. 6574 Ste te RcGo' 7 ∎"/9� Coconut Creek. F/ C.4 r 25 98? poo /c?' /gns ¢"be / /southn,st Pro,/ere t No.: m5 - 546 L74 T� ,08/24/0,5 , E 1 n �►p,Y 62 MARK E. WEBER, P.E. LICENSE # 53895 0,4r 1 PUMP SIZES AVG. FLOW VENT MAX. SIZES/ 3/4 HP 45 GPM 1.5 "/ 24 FT. 1 HP 60 GPM 1.5 "/ 32 FT, 1.5 HP 75 GPM 1.5 "/ 41 FT. 2.5 HP 135 GPM 1.5 "/ 73 FT. 3 HP 145 GPM 1.5 "/ 79 FT. PIPING PLAN SCALE: 1/4" = 1' -0" MAIN DF2AIN SAFE 1. THIS SAFETY VACUUM RELIEF SYSTEM IS A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MA OF 4.5 INCHES OF MERCURY, 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENTRAPMENT OCCUR. 3, POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME Al12.19,8M 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. 7. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF THE MAIN DRAIN LINE. 8. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PREVENT BLOCKAGE BY INSECTS, DEBRIS COLLECTION, BACTERIA, ETC.. 9. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE APPROVED SWIMMING POOL, SPA & WADING POOL SIDE SUCTION & MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLAIN W/ 424.2.6.8 OF F.B.C. MIP 1 2 TEE TEE 1 1/2" VENT PIPING 2" SUCTION 3' Minimum 12" NOTES: - TESTED IN COMPLIANCE VV/F.B.C. 424.2.6.8 SUCTION ENTRAPMENT ATMOSPHERIC VENT TEST PROTOCOL -THE MAX. VACCUM W /ONE SUMP PLUGGED AND A BODY ENTRAPMENT ON THE OTHERS SUMP NEVER EXCEEDS 4.5 " OF MERCURY. THE ENTRAPMENT RELEASE IN LESS THAN THREE (3) SECONDS, ALL SUCTION PIPING TO BE 2" & ALL VENT PIPING TO BE 1 1/2" -MAX. SUCTION PIPE VELOCITY SIX (6) FEET PER SECOND. VENT DETAIL N.T.9. W 2 7 • • _♦ 4 id 4 N ♦ / ,,,,,v • 4, mil k•• • V • �, � 11 z Z j W. "N IQ ( CV CV z_ 0 0 0 0 CV ,3' DP. VENT PIPE MAXIMUM LENGTH 5' DP. � VERIFY LOCATION OF VENT STUB UP IN FIELD 3 WAY VALVE Z cc J O O 0 N PIPING SCHEMATIC PRESURE GAUGE & AIR RELIEF VALVE N.T.S. WASTE LINE lel CHECK VALVE LEGEND 2 WAY VALVE 3 WAY VALVE FILTER W 2 Gi NE RAL NOTES: 1, ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STREN3TH OF 3000 PSI. 2. ALL REINF, STEEL TO CONFORM TO A.S.T.M, 615 GRADE 60, 3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. SOIL S ATEMENT: DUE T RATIONAL ANALYSIS THE SOIL IN THIS AREA HAS A 500 PSF SAFE 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. 5. THE PO L CONTRACTOR SHALL ALWAYS TAKE ALL PRECA TIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS THE 0 SIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR TH SAFETY OF EXISTING STRUCTURES. 6. THIS D SIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. THE PQOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINE. 7. THE PQOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GE HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTR C LINES TO OPEN POOL WATER. 8. TEMPERATURE OF THE WATER SHALL BE SET SO THAT MAX. WATER TEMP. = 102 DEGREES F. 9, MIN. 4' FENCE, WITH SELF - LOCKING GATES, REQUIRED AROUND ALL UN POOLS. 10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PL;JMBING SHALL NOT BE DISTURBED, BACKFILL SHALL BE ACCOMJ'LISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL AND SF{ALL BE PLACED IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING M SOLIDLANI'NER. . SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR 11. WHEREI PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. THE PATIO DESIGN IS BY OTHERS. 12. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY 01) REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATI UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR PO L REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT,PRESSURES. 13. THIS PL,AN REMAINS THE PROPERTY OF POOL AND SPA DESIGNS, INC. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT WRITTEN PERMISSION OF THE DESIGN ENGINEER. 14. ENGINEER STRONGLY RECOMMENDS CONTRACTOR BUILD FROM PANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT, PASD IS NOT RESPONSIBLE FOR 3 WAY VALVE RECOMMENDATION. 15. THIS SV>(IMMING POOL AND SPA HAS BEEN DESIGNED PER RATIONAL ANALY IS ACCORDING TO ACCEPTED ENGINEERING PRINCIPLES IN ACC RDANCE WITH THE 2001 FLORIDA BUILDING CODE 16. ALARM TO BE INSTALLED ON ALL WINDOWS AND DOORS WITH DIREC ACCESS TO POOL. 17. POOL FILL HOSE BIBB SHALL HAVE VACUUM BREAKER PUMP W/ HAIR & LINT STRAINER -3' Min -I ' -3' Min. H O GAN (954)370 -6161 FAX:(954)370 -6181 GALL O 9_3_3 Na" 99 ,977.-W6.17 / f /A/`1 /, FL 33/38 f 'oo/ and 7<9s . '"gn3, 6574 9td Rok9a' 7 0 /99 Coconut Crd"d"k. F/ CA ^".259c9.2 poo /dss /9, s triad" / /southne F'ro,/ t No.: �5 -546 ,OA 7O.• m8/?4/P>5 REV /.9/ON3 /I\ n n n n n 2 0 0 0 P.v.C. M • N DRAIN ° °°°°° ° 0" MAIN DRAINS UITN ANTI - VORTEX COVERS 4 II/z" NYDROSTATIC op0 0° ° > RELIEF VALVE SET '' 0000°°°` GRATE SECURED UJ /TAMPER PROOF SCREUJS g0g%g0g °g000; 0 ° IN 3 /4u UJASNED ROCK q� ° ° °00 0 - 00' °< BED ,o° TILE (TYP.) #3 @ 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) SWIMOUT DETAIL / #3 @ 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS MAIN DRAIN DETAIL 12" 12" 18" 18" N.T.S. N.T.S. EXISTING METER 18" 0 LIGHT MINIMUM 18" BELOW WATERLINE EXCEPT "H I -LI T ES" 12V POOL — LIGHT / #14 FOR 75 8,100W #12 FOR 150W #10 FOR 200W & 300W EXISTING EQUIPMENT PANELBOARD TO SERVICE WP GFI 10' TO 20' FROM WATER 4' MIN. FROM W/L JUNCTION BOX POOL 8" 2" x 24 " SPILLWAY OR WALL 2" BELOW BEAM WATER LEVEL 9" WALL W/ #3 @ 6" OCEW SEE TYPICAL WALL SECTION FOR DETAILS TILE AUX. POOL DETAIL 5' AUX. BEAM & COPING SIDE SUCTION PIO - 21 ■ _2_ m'.a 11• DECK WALL W/ #3 @8" OCEW � 2" TO PUMP - 8" AUX. POOL DRAIN W/ ANTI - VORTEX GRATE SECURED W/ SCREWS. 10" FLOOR W/ #3 @ 6" OCEW NTS 1.5" VENT LINE / 12V AUX. POOL LIGHT N.E.C. APPROVED 1" PVC CONDUIT ELECTRICAL DIAGRAM COPING TILE SPST — TOGGLE SWITCH 2 - #3 CONT. WATER LINE M 6" MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END APPROVED FINISH 6" MIN, DISCONNECTS (OR BREAKERS) /- WITHIN SIGHT OF EQUIPMENT 3 #12 IN 1/2" COND. TIME CLOCK W/ MANUAL SWITCH IMPORTANT NOTE: 11 DEG. SLOPE (TYP.) MAX. INTERLOCKING BRICK PATIO SET IN SAND • ON COMPACTED FILL 1 ( FOR DEPTHS TO 6' -0" ) PUMP 20' -6" 17' SLOPE 1111 1:7 MAXIMUM SLOPE 6" WALL W/ #3 AT 10" O.C. EACH WAY, CENTER 11 =IIIIi STEELTEX FORM, KRAFTBOARD OR EQUIV. #3 AT 10" O.C. E.W. BOTT, CENTERED TYPICAL WALL SECTION 12V LIGHT TRANSFORMER NOTE: I. MOTORS TO BE THERMALLY PROTECTED II. ALL ELECTRICAL WORK SHALL CONFORM TO N.E.C. ARTICLE NO. 680 ALL ELECTRICAL EQUIPMENT SHALL BE LISTED AND LABELED BY APPROVED TESTING LABORATORY iv, IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ETC, W/ #8 WIRE v. CONDUCTORS IN N.E.C. APPROVED 1" CONDUIT WHERE PERTINENT. 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. WATER LINE MAIN - DRAIN LONGITUDINAL POOL SECTION N.T.S. N.T.S. 3' -6" 11 DEG. SLOPE (TYP.) MAX. - 1-- w 0 O(. NOTE: :s..v. . me'++•— , es�ury,ps.,R[va. :'4R.vi" : - v.- ,.,O'..a.-- -- ..- ,'. "�iF9niaP,�. w . v- T.. t, BRACE SHEATHING TO CONC. SLAB W /2 "X4 "X 4' LONG WOOD AT 24" 0.C. ATTACHED TO SLAB W/ ONE 1/2" DIA. WEDGE ANCHOR POOL EXCAVATION POOL WALL 2"X4" BRACE — A r 24" 0.0. 4. THE SYSTE 9. LABE :,sue ".=.•:xr - x -f:.. POOL PUMP & FILTER ANCHOR POINTS ( P.) NOTES: ANCHOR BOLTS THROUGH BASE (1 3/4" x 3/16 ") (TAP CON) FOR POOL PUMP & FILTER I � • SHEATHING WILL BE REQUIRED BETWEEN THE EXISTING STRUCTURE AND PROPOSED POOL. SHEATHING SHALL REMAIN UNTIL THE TRENCH IS PROPERLY BACKFILLED AND COMPACTED. • ABOVE REQUIREMENTS ARE MINIMUM AND ACTUAL SHEETING DESIGN SHOULD BE DETERMINED IN THE FIELD AS DIR CTED BY A QUALIFIED PROFESSIONAL. • A TEMPORARY GUTTER IS RECOM ENDED AS NEEDED TO PREVENT EROSION U TIL AREA IS BACKFILLED. = 1111 =1111 11111 =1111 - I°IIII_I 11110 - 111 = 1111 =I 1111 1111 FILTER EXISTING WALL PUMP FRAME FILTER TANK MOUNT AND HEATER IF SPECIFIED 1 3/4" x 3/16" TAP CON. REINFORCED CONC. SLAB POOL EQUIPMENT ANCHORING EXISTING. ROOF CONNECT BRACES W/3 12d COMMON NAILS SHEATHING 3/4" X 4' X 8' PLYWOOD MAIN DRAIN SAFETY VENT: POOL SAFETY DEVICE- DO NOT HANDLE IF EXCAVATION IS WITHIN 12" OF FOOTER FOR COVERED PATIO COLUMN, PROVIDE ROOF SHORING FLOOR 1 SHEATHING AND SHORING DETAIL 1. THIS SAFETY VACUUM RELIEF SYSTEM IS A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM OF 4.5 INCHES OF MERCURY, 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION RELIEF SHOULE ENTRAPMENT OCCUR. 3. POO. AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME A112.19.8M ELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SHALL NOT EXCEED SIX (6) FPS. 5. CHECK VALVES CANNOT BE INSTALLED ON THE SUCTION SYSTENN. 6. THIS.SYSTEM SHALL BE INSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL, 7. THE !ENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTI- OF THE MAIN DRAIN LINE, 8. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PRE, ENT BLOCKAGE BY INSECTS, DEBRIS COLLECTION, BACTERIA, ETC.. POOL PUMP, FILTER AND HEATER ANCHOR POINTS (TYP.) PUMP N.T.S. NTS • IF ANY UNDERMINING OF EXISTING SLAB OCCURS PRIOR TO PLACEMENT OF SHEATHING, NOTIFY ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING HOGAN (954)370 -6161 FAX:(954)370 -6181 933 NE 99 S r,s=i2 11/,4M /, FL 33/38 /'co/ and Spa L) .s /gns, /nc. 6574 state Roams,' 7 •"/99 Coconut Grearls F/ c 4 2 8 2 pco /des /9rns 'be / /southncst Pro,Jc t No.: ,5 -546 'ArE.• fgA8/14/•P 5 RE 17 /5 /ON,9 /1\ /3\ A\ 4\ MAY 2' 6 2006 MARK E. WEBER, P.E. LICENSE # 53895 DATE 3 111 l•••• • POOL CONSTRUCTION TO COMPLY WITH FBC -2001 SEC 424.2 PRIVATE SWIMMING POOLS CLEARANCE FOR OVER; - EAD SERVICE DROP + FPL LNES MUST COMPLY WITH NEC 680 RESIDENCE PROPERTY LINE POOL PLAN SCALE: 1/4" = 1' -0" 18" SWIMOUT W /TILED EDGE 6' HIGH PRIVACY 'NALL NORTH LEGEND SELF - CLOSING SELF - LOCKING GATE POOL EQUIPMENT POOL SIZE: 1 2' x 25' POOL DEPTH: 3' TO 6' PERIMETER: 65 LF VOLUME: 8,381 GALL. AREA: 249 SF TURNOVER RATE: 2,33 HRS. PUMP: 1 HP FILTER: 90 SF CART. RETURNS: 3 SKIMMER: 1 HEATER: N/A CLEANING LINE: VAC CHLORINATOR: NONE LIGHT: 100 W COPING: BN SWIMOUT: 18" x 48" TILE: 6" LADDER: NO FINISH: D BRITE BENCH: NO DECK TYPE: BY OWNER HANDRAIL: NO DECK SF: BY OWNER HANDHOLDS: NO DECK DRAIN: N/A RAISED BEAM: NO FOOTERS: N/A WATER FEATURE: N/A BARRIER: 6' HIGH WALL W /GATE PILING POOL: N/A OVERFLOW LINE: YES (IN SKIMMER) OTHER: N/A THE POOL CONTRACTOR SHALL VERIFY ALL DIM IN FIELD BEFORE DIG SPECIFICATIONS SITE PLAN SCALE: 1 " =30' UNDER GRD. ELEC. POOL FINISH ITEMS BARRIER NOTE: OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED & APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE. POOL SHALL BE SET 6" BELOW F.F.E. OF HOUSE 75.00' A/C CONC. SLAB -� ONE STORY SESI DENCE 75 .00' NOTE: POOL PERIMETER IS CALCULATED FROM BACK OF SWIMOUT. 22' -9" NORTH 12' -8" MARK E. WEBER, P.E. L1C.ENSE # 53895 PUMP SIZES AVG. FLOW VENT MAX. SIZES/ 3/4 HP 45 GPM 1.5 "/ 24 FT. 1 HP 60 GPM 1.5 "/ 32 FT. 1.5 HP 75 GPM 1.5 "/ 41 FT. 2.5 HP 135 GPM 1.5 "/ 73 FT. 3 HP 145 GPM 1.5 "/ 79 FT. PIPING PLAN SCALE: 1/4" = 1' -0" APPROVED SWIMMING POOL, SPA& WADING POOL S SUCTION & MAIN DRAIN ATMOSPHERC VENT ARRANGEMENT COMPLAIN W/ 424.2.6.6 OF F.B.C. 1 1 : n i ll_ _n M -n- gll 2" SUCTION 3' Minimum 2" TEE 12" N T S. T C . \ \ jZ EE 6 1 1/2" VENT PIPING NOTES: - TESTED IN COMPLIANCE W /F.B.0 4242.6 6 SUCTON ENTRAPMENT ATMOSPHERIC VENT TEST PROTOCOL. -THE MAX VACCUM W /ONE SUMP PLUGGED AND A BODY ENTRAPMENT ON THE OTHERS SUMP NEVER EXCEEDS 4 5 " OF MERCURY. THE ENTRAPMENT RELEASE IN LESS THAN THREE (3) SECONDS. - ALL SUCTION PIPING TO BE Y & ALL VENT PIPING TO BE 1 1/2" - MAX. SUCTION PIPE VELOCITY SIX (6) FEET PER SECOND. VENT DETAIL \ • 1 6J.. LJJ 2 (1) (V O1Z JAW O1> OIN CL VENT PIPE MAXIMUM LENGTH z cC O 0 H PIPING SCHEMATIC LEGEND RETURN CLEANING LINE WNAC LOCK N S. SKIMMER LIGHT MAIN DRAIN BULLNOSE BRICK COPING PRESURE GAUGE & AIR RELIEF VALVE WASTE LINE LEGEND Ea CHECK VALVE r 4 2 WAY VALVE 3 WAY VALVE FILTER GENE RAL NOTES: 1. ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINF. STEEL TO CONFORM TO A.S.T.M. 615 GRADE 60. 3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. SOIL STATEMENT: DUE TO RATIONAL ANALYSIS THE SOIL IN THIS AREA HAS A 1500 PSF SAFE 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. 5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 6. THIS DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINE. 7, THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER. 8. TEMPERATURE OF THE WATER SHALL BE SET SO THAT MAX. WATER TEMP. = 102 DEGREES F. 9. MIN. 4' FENCE, WITH SELF LOCKING GATES, REQUIRED AROUND ALL UNSCREENED POOLS. 10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 11. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. THE PATIO DESIGN IS BY OTHERS. 12. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH 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. 13. THIS PLAN REMAINS THE PROPERTY OF POOL AND SPA DESIGNS, INC, IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT WRITTEN PERMISSION OF THE DESIGN ENGINEER. 14. ENGINEER STRONGLY RECOMMENDS CONTRACTOR BUILD FROM PLANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT. PASO IS NOT RESPONSIBLE FOR RECOMMENDATION. 15. THIS SWIMMING POOL AND SPA HAS BEEN DESIGNED PER RATIONAL ANALYSIS ACCORDING TO ACCEPTED ENGINEERING PRINCIPLES IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE 18. ALARMS TO BE INSTALLED ON ALL WINDOWS AND DOORS WITH DIRECT ACCESS TO POOL. 17. POOL FILL HOSE BIBB SHALL HAVE VACUUM BREAKER UMP W/ HAIR & LINT STRAINER c I w � 0 �1 4 ' a ., „ , N i I � A O I • Oi -3' Mi J O w z F- Z w z J w ct J 0 N 1-10 GAN (954)370 -6161 FAX:(954)370 -6181 GALL O 933 NE 99 STREET M /AM /, FL 33138 Poo/ and Spo Designs, Mc. 6574 State Road 7 ,¢199 Coconut Creek, F/ CA,¢° 25982 poo/designsgPbe//south.net Project No.: 05-546 DATE: 08/24/05 REV /S /ONS MARK E. WEBER, P.E. LICENSE 4 53895 OATS 2 P.V.C. MAIN DRAIN 1 \" HYDROSTATIC RELIEF VALVE SET IN [" WASHED ROCK BED #3 @ 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) SWIMOUT DETAIL MAIN DRAIN DETAIL 12" 12" 18" ,ogggg: gg %ggg° (2) 8" MAIN DRAINS WITH ANTI — VORTEX COVERS & 0 �o0000000 CRATE SECURED W /TAMPER PROOF SCREWS 0 • gogggi'g go 0000000og0000e. o' gogogog000 N.T.S. EXISTING METER LIGHT MINIMUM 18" BELOW WATERLINE EXCEPT "HI- LITES" 18" O 12V POOL LIGHT / #14 FOR 75 & 100W #12 FOR 150W #10 FOR 200W & 300W EXISTING EQUIPMENT PANELBOARD TO SERVICE WP GFI 10'T020' FROM WATER 4' MIN. FROM W/L JUNCTION BOX POOL 8 " DECK N.E.C. APPROVED 1" PVC CONDUIT ELECTRICAL DIAGRAM WATER LINE 6" MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END APPROVED FINISH DISCONNECTS (OR BREAKERS) WITHIN SIGHT OF EQUIPMENT ( FOR DEPTHS TO 6'0" ) /2" COND. TIME CLOCK W/ MANUAL SWITCH SPST - TOGGLE SWITCH PUMP 6" WALL W/ #3 AT 10' O.C. EACH WAY. CENTER STEELTEX FORM, KRAFTBOARD OR EQUIV. #3 AT 10" O.C IN, E.W. BOTT, CENTERED TYPICAL WALL SECTION 12V LIGHT TRANSFORMER NOTE: i. MOTORS TO BE THERMALLY PROTECTED ii. ALL ELECTRICAL WORK SHALL CONFORM TO N.E.C. ARTICLE NO. 680 iii. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED AND LABELED BY APPROVED TESTING LABORATORY iv. IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ETC. W / #8 WIRE v. CONDUCTORS IN N E.C. APPROVED 1" CONDUIT WHERE PERTINENT. N.T.S. POOL PUMP & FILTER ANCHOR POINTS (TYP. ) POOL EQUIPMENT ANCHORING PUMP NOTES: ANCHOR BOLTS THROUGH BASE (1 3/4" x 3/16 ") (TAP CON) FOR POOL PUMP & FILTER N.T.S. G Z Z. O 933 NE 99 STREET M /AM /, FL 53138 Poo/ ono/ Spo Designs, /nc. 6'574 State Road 71 Coconut Creek, F/ CA, 25982 pooklesignsCqibe//south.net Project No.. 05-546 DATE.. 08/24/05 REV /S /ONS MARK E. \VEBER, V.E. LICENSE # 53895 04 7E 3 #3 @ 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS N.T.S. 2 - #3 CONT. COPING TILE 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. 11 DEG. SLOPE (TYP.) MAX. 25' 21' 1:7 MAXIMUM SLOPE LONGITUDINAL POOL SECTION N.T.S 11 DEG. SLOPE (TYP.) MAX PUMP FRAME FILTER TANK MOUNT AND HEATER IF SPECIFIED 1 3/4" x 3/16" TAP CON. / REINFORCED CONC. SLAB POOL III�IIII FILTER 1_=: AND HEATER ANCHOR IIIIIII- 1111°1118 =1111 POINTS (TYP.) FILTER —1•i— MAIN DRAIN SAFETY 1. THIS SAFETY VACUUM RELIEF SYSTEM IS A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM OF 4.5 INCHES OF MERCURY. 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENTRAPMENT OCCUR. 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME A112.19.8M 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. 7. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF THE MAIN DRAIN LINE. 8. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PREVENT BLOCKAGE BY INSECTS, DEBRIS COLLECTION, BACTERIA, ETC.. 9. LABEL VENT: POOL SAFETY DEVICE - DO NOT HANDLE HOGAN (954)370 -6161 FAX:(954)370 -6181 197.30 (M Fnd. 1/2-1.P. 0 . (No1.0.) Fnd. 1.'2 (No1.0.) 0.20' CI— ?. I ••. • - • • -. N „bp, . . . . .. . .. > o's 0• : - . ? 9.70' O. 4• CLF On E — x 8 4' 0 5.50' 'Nil? • :(NO LO • • • • • • • • 12.30' 4' CONC. DRIVE 20.80' 6.00' One Story Residence #933 31.90' bLLL 1 1..J_LLI. OL LLTJLILLL 15.00' tri 9.20' LL( 0.70' LL' LL, LL LL LLl LLl LLl LLL Lfl 1 L L _LI N.E. 99th STREET PH:. P ' .•••• .■• 0 22.00' 10.00' 0 co • . • - . • • .•5.-00.• • . • • . OONC. DwI4.. . • .. • . Note: • All clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. • Encroachments Noted: 1 • Underground structures, if any, not located. • Bearings, if shown, are based on assumed meridian or Plat of Record, • Land S shown hereon were not abstracted for easements and/or right-of-ways of record. 2.70' 't. 0 1.5' -10.00'-- 0. qnd. in• LP. ( No I.D.) Fnd. 1/2. I.P. No1.0.) .•..•..•. 13 SURVEYOR'S SEAL fi nless it bears the signature and e original raised seal of a 1 !arida licensed surveyor and iapper, this map/report is for 'formational purposes only and not valid. 'EVISED: 14 15 16 Encroachments: 1. Overhead utility lines. 12 11 10 9 8 1 7 6 4 3 2 8 19 N.E. 99th Street Location Sketch NTS 20i LEGAL DESCRIPTION: The East 9 feet of Lot 1 e all of Lot 17, an the West 16 feet of Lot 18, Block 170, SECTION NO. 8 OF MIAMI S ORES, according to the Plat thereof, as recorded in Plat Book 14, Pag 33, of the Public Records of DADE County, Florida. CERTIFIED TO: Mark Gallo & Daryl Gall ; Evan R. Marbin & Associates, P.A.; Chicago Title Insurance company; SouthTrust Mortgage Corporation, its successors andfor assigns. PROPERTY OF: Mark Gallo & Daryl 933 N.E. 99 Street, Miami, FL 33138 BOUNDARY SURVEY I HEREBY CERTIFY: That the attach4 survey was ma under my responsible charge and substantially meets minimum technical standards as set forth by the FLORI BOARD OF LAND SURVEYORS in Chapter 61q1?-8, Administrative Code, pursuant to Section 472.02t, Statutes. There are no encroachments, overlaps; easerriits appearing on the plat or visible easements other than as shown he n. ELSON Registered Surveyor & Mapper No. 5504 State of Florida 21 22 23 MOJARENA & ASSOCIATES, INC. Land Surveyors & Mappers Certificate of AuthorizatIonflo. 6698 12925 S.W. 132nd Avenue Miami, Florida 33186 (305) 278-2494 FLOOD ZONE: X DATE: 07-12-00 SCALE: 1" = 20' Arc Air C Asp rt. Barbecue Catch B asin con lock Structure Chord Chattahoochee Center Line Chain Link Fence Clear r Deed Diameter Drill Hole Drainage & Maintenance Easm't Easement E Fire Hydrant Found 1/2. Iron Pipe Found 1/2 Iron Rebar Florida Power & Light Identification Iron Pipe Li ed Business Lake Maintenance Easement Land Surveyor Maintenance teance Maintenance Easement Monument Line Monument Not Applicable Nail & Disc Number Not to Scale p 0 Of v f la e se t rh t ead Utility Lines Plat Book Point of Curvature Permanent Control Point Page Point of Intersection Parkway Property Line Planter Professional Land Surveyor Point of Beginning Point of Commencement Power Pole Point of Reverse Curvature Point of Reference Monument Point of Tangency Radius Residence Range Railroad Registered Surveyor & Mapper R/VV = Right-of-Way Sdwk = Sidewalk Sec. = Section = Tangent TVVP = Township U.E. = Utility Easement UTIL. = Utility W.F. = Wood Fence W.M. = Water Meter WME = Wall Mainjenance Easement LEGE'- A A NC = ASPH = BBQ C8 = CBS = CH = Chatta. CLF = Cl. = Conc. = 0 DH OME = Easm't = Enc. = F.H. = FIP = FIR = FPL = ID = I.P. = LB = LME = LS. = M MAINT. ME = r'd Mon. = N/A = N/D • = NTS = 015 = O.U.L. = PB = PC = PCP = PG = P.I. = PKWY = PL = PLS = P.O.B. = P.O.C. = P.P. = PRC = PRM = PT = R = Res. R.L.S. = RNG = R/R = RSM = BASE: N/A DWN. BY JOB NO. B.D. ,00,0900 FOLIO # NAI Iur4A!- rLUUU Irvautwntdc rtcuurwtn H.C.O.R. 10.85' BUILDING OWNER'S NAME Mark Gallo & Daryl Gallo BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 933 N.E. 99 Street CITY STATE ZIP CODE Miami Shores FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 11- 3206 -034 -0250 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##' or ##Atitthf) B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Village of Miami Shores 120652 82. COUNTY NAME MIAMI -DADE B3. STATE FLORIDA B4. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE 7/17/95 B7. FIRM PANEL EFFECTM'EIREVISED DATE 3/2/94 88. FLOOD ZONE(S) X B9. BASE FL000 ELEVATION(S) (Zone A0, use depth of flooring) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM 0 Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑ No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Constructicn' ® Finished Construction 'A new Elevation Certificate will be required when constructs n of the building is complete. C2. Building Diagram Number 1(Seled the building diagram most similar to the bullring for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the buIIding, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3. -a-1 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments _ Elevation reference mark used BM . Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ a) Top of bottom floor (including basement or enclosure) ❑ b) Top of next higher floor ❑ c) Bottom of lowest horizontal structural member (V zones only) ❑ d) Attached garage (top of slab) ❑ e) Lowest elevation of mach'iery and/o( equipment serving the building ( Descnbe in Comments area) ❑ f) Lowest adjacent (finished) grade (LAG) ❑ q) Highest adjacent (finished) grade (HAG) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NIA ❑ i) Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) TITLE President ADDRESS 12925 S.W. 132 Avenue SIG FEMkForm 81 -31, January 2003 ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. Amended b MDC-DERM-OCT, 1999 SECTION A - PROPERTY OWNER INFORMATION 1 For Insurance Company Use:: Policy Number HORIZONTAL DATUM: ❑NAD1927 0 NAD1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 14 . 8 ft. (m) 15 .3 ft. (m) N/A . ft. (m) 13 .4 ft. (m) 13 . 7 ft. (m) 13 .2 ft. (m) 13 .5 ft. (m) COMPANY NAME Mojarena & Associates, Inc. CITY Ivfiami DATE 07/20/2004 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ® No A 2 ° E z 2 H m J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Nelson Mojarena 5504 I Expires December 3, 2005 STATE FL elson 9j rena Registered Surveyor & Mapper No. 5504 07/20/2004 TELEPHONE (305) 278 -2494 Company NAIC Number ❑ Other: ZIP CODE 33186 00-0900 See reverse side for continuation. Replaces all previous editions o 10050 Northeast 2nd Ave Miami Shores Village, Florida 33138 DATE: ATTENTION: Building Official I, the undersigned, a Professional Engineer, registered in the State of Florida, have been retained by the owners of the property located at 9329 NE 9 Ave, Miami Shores to perform all the duties ofa Special Inspector, as defined in Section 305.3 of the South Florida Building Code. This office will be responsible to the Building Official of the Miami Shores Village for the inspection of the structural elements of the building, including all excavations, pilings, foundation, all reinforced concrete and structural steel, and will file written weekly reports for the same as to the progress, compliance or non - compliance with the plans and the South Florida Building Code. In the event of non - compliance the Building Official shall be notified immediately so that appropriate action can be taken. The pile logs and all concrete test reports will be submitted to the Building Official within one week after their completion. All mandatory inspections, as required by the South Florida Building Code, MUST be performed by the Miami Shores Village when the special inspector is hired by the owner. The City building inspections must be called for on ALL MANDATORY inspections. Inspections performed by the special inspector hired by the owner are IN ADDITION to the mandatory inspections performed by the city. Upon completion of the structure, I will submit to the Miami Shores Village a certificate of compliance with the South Florida Building Code and approved plans. ENGINEER/ARCHITECT SIGNATURE & SEAL: ENGINEER/ARCHITECT (PRINTED): iiikl."O// LICENSE NUMBER: .58207 CONTACT PHONE NUMBER: T (.301)2'/ - '/ /3 It (3o �J 6 f�- 'yon /* BUILDING PERMIT NUMBER: . Uo �I — / `! rl - -- __, OWNER /AGENT SIGNATURE: ___ ,- , r L__ C,_ {��.- OWNER/AGENT (PRINTED): ■ J Ft 1.■ r j LLD f7 , 0 BUILDING DEPARTMENT, ACCEPTED BY: DATE: CITY OF MIAMI SHORES VILLAGE BUILDING DEPARTMENT i ti . f; t d SPECIAL INikCTR 1e.//!/_ 7E/25- Phone: (305) 795 - 2207 Fax: (305) 756 2Fl.1?5 DRAWN BY: W.A. CHECKED BY: N.W. DATE DRAWN: 08-13-04 COMM. NO. REVISION: GENERAL NOTES: THE CONTRACTOR SHALL VISIT THE PREM.SES A \D THORO.GHLY FAMILIAR ZE HI`^S=LF WITH ALL DETAILS OF THE WORK AND WORKING CONDITIONS, VERIFY ALL DIMENSIONS I\ THE FIELD, AND ADVISE THE ARC HITECT / ENGINEER CF ANY DISCREPANCY BEFORE PERFORMING THE- WORK. 2. THE CO \TRACTOR SHALL °ERFCR"1 ALL ,WORK R =QURED a \DER THIS CONTRACT FORA COMPLETE •STALLATIC\ AND 1\ SUCH MANNER THAT SURFACES \CT AFFECTED BY REMOVAL CF EXISTING OR FROM NEW WORK SHALL RE .yDISTJRBED AND vORMAL ACTIVITIES 4T THE INSTALLATION MAY CONTIy.E WITH THE LEAST PCSSISLE INTERFERENCE. ALL DEBRIS SHALL BE REMOVED FROM THE SITE OF THE WORK AT THE END OF EACH WORKING DAY. MATERIALS AND EQ..IPME \T SHALL BE STORED ONLY AT LOCATIONS APPROVED BY THE ARCHITECT / ENGINEER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL BE RESPO \SBLE FOR THE SAFETY CF THE STRCT.RES A \D °ERSC \ \EL D�RI \G THE WORK . \DER THIS CONTRACT. ALL ALTERING, G„ TTiAG, DRILLNG CF PAVEMENT, FLOOR AND OTHER MODIFICAT!O \S SHALL BE NEATLY A \D CAREF'.LLY DONE BY SKILLED MECHANICS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING WORK, MATERIALS, AND EQaP`^E \T AS 4 R_SLJLT OF HIS OPERATIONS. ALL DAMAGED WORK SHALL SE RE °A RED OR RE PLACED WITH MATERIALS OF LIKE TYPE, Q-ALITY BY SKILLED MECHANIC'S OF THE TRADES \VOLVED AT \ C ADITIO \AL COST TO THE OWNER AND TO THE F':LL SATISFACTION OF THE ARCHTECT / ENGINEER, DIS °CSAL CF ALL 'MATERIAL NOT S °ECIF =D CR SHOW\ TO BE SAL VAGED AND / OR RELSED RESI.-L`I \G FRO`1 RE''10VAL OPERATIONS SHALL BE THE RESPONSIBILIT OF THE CONTRACTOR. ALL COSTS \ CONNECTION, WITH DISPOS \G OF THE MATERIALS WILL BE AT THE CONTRACTORS EXPENSE. ALL LIABILITY OF ANY NATURE R=S.LTI \G FROM THE DISPOSAL OF THE MATERIALS WILL SE THE RESPC \S'SILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE A \D MANTA \ ACCESS TO ALL EXISTING FACILITIES A\D THOSE . \DER CO \STR.CTIO\ I\ THE IMMEDIATE VICINITY, 4T ALL TIMES D'.RING CO \STR,..GTC\ OF PROPOSED PROJECT. CONTRACTOR SHALL INSTALL SEC�RTY FENCING AND BARRICADES 45 REQ.IRED BY THE LOCAL A..,THCRITIES, A ND /CR DIRECTED BY ARCHITECT / ENGINEER. 8. VERIFICATION OF EXSTI\G CONDITIONS: EACH CONTRACTOR SHALL DETERMINE A \D VERIFY ALL DI`"E \SIO \S A \D CONDITIO \S AT THE BUILDING SITE AND SHALL B= RES °O \5I5LE FOR S4 1E BEFORE COMMENCING THE WORK. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT A \D/ CR E \Gi \EER AND SHALL BE RESOLVED BEFORE' RES...MI \G THE WORK. DIVE \S,ONS SHALL BE READ AND \EVER SCALED CR ESTIMATED FROM THE ARCHITECTURAL DRAWINGS. 9. CODE COY°LIA \CH EACH CONTRACTOR SHALL COMPLY WITH THE RE0,-:iREME \TS OF THE FLORIDA B,..ILDING CODE 2001,4\D WITH ALL OTHER CODES AND GOVERNMENTAL AGENCIES HAVING J.R'SDIGTIO\ OVER HIS PORTION OF THE WORK. EACH CONTRACTOR SHALL BE RESC \SIBLE FOR CO \STIR, -CTIO\ MEA \S, METHO TECH \'!Q'.ES SEQ'.E \GES AND PROCEDURES AND FOR SAFETY FRECA!.:TIC\ A \D PROGRAMS N CONNECTIO\ WITH HIS PORTIO\ CF THE WORK. 10. EXA 1iAATIC\ OF THE CO \TRACT DOCUME \TS AND SITE: EACH CONTRACTOR FCR THIS PROJECT SHALL STUDY A \D FAMIL14RIZE HIMSELF WITH THE SITE A \D WIT- ALL THE DRAWi \GS FOR ALL TRADES AND PARTS OF THE WORK. SHCI -LD ANY CONTRACTOR HAVE THE OPI \ION THAT THERE EXISTS IN THE ARCHITECTURAL DRAWINGS 4\Y ERRORS OR DISCREPA \CIEs, OR THAT CONDITIONS OF THE WORK OF A \' OTHER CONTRACTOR IS SL-CH THAT IT WILL PREVENT HIM FROM COMPLETi \G HIS WORK iA 4 COMPETE NT MANNER, HE SHALL NOTIFY THE ARCHITECT OF S..CN BEFORE PROCEEDING WITH HIS WORK. THE CONTRACTOR SHALL NAVE AT THE BUILDING SITE, FROM START TO FI \ISH OF GC \STR.CTIO \, 4 RESPONSIBLE FORMA \. I\ ADDITION THE CONTRACTOR SHALL GIVE HIS PERSONAL SUPERVISION TO T1-4E WORK. THE FOREMAN SHALL BE O\ D.TY DARING ALL WORKING -OURS. ANY INSTR�GTIONS OR NOTICES GIVE\ TO I-M SHALL HAVE THE SAME IMPORTANCE AS IF GIVEN TO THE CONTRACTOR IN PERSON. THE CC \TRAGTCR SHALL SE RESPO \515LE FOR PRCVIDI \G A \D YAiATAN \G TEMPORARY PROVSO \S SIGH AS TOILETS, WATER SUPPLY LIGHT AND POWER 45 WELL AS AV' OTHER DEEMED NECESSAR FOR THE COMPLETION CF THE BuILDi \G. ANY ITEM OF WORK NECESSARY TO THE PROPER COMPLETION OF CO\STRI CTIO\ WHIG- IS NOT 'SPECIFICALLY COVERED IN THESE DOC'aM_ATS SHALL BE PERFORMED I\ A MA NNER DEEMED GOOD PRACTICE CF THE TRADE INVOLVED. TERMITE PROTECTION NOTES TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR A N Y OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTUBING TREATED SOIL. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. TERMITE PROTECTION. ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE - CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' PENETRATION. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE - CONTAINING MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE between sleeve and pipe. 11. PERMITS, F =ES AND TAXES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL P= RMITS, FEES LICENSES AND DEPOSITS /A\D BE LIABLE FOR ALL STATE A \D FE ERAL SALES TAXES, AND ALL OBUGATIO\ U\D:ER THE FEDERAL SEG.RITY ACT. , °C\ COY°LETI,O\ OF THE PROJECT, THE CONTRACTOR SHALL CBTAI\ CERTIFCATES OF COY °L!A \CE, APPROVAL CR ACCE °TA" \CE FRO`1 ALL AUTHORITIES HAVING JUR1SiCTION OVER THE WCRK AyD DELIIVER THESE CERTIFICATES TO THE O'WvER ALONG WITH OFFICIAL RECEIPTS FOR SA"1E. 12. PERFORMA \GE OF WORK: NO SUBCONTRACTOR SHALL BEGIN HIS WORK U NLESS THE PREVIOLS TRADES, .PO\ WHOM HE IS DEPENDENT, HAS PERFORMED THEIR WORK SATISFACTORILY ACCCRDI \G TO THE PLANS AND SPEGIFI(CATIO \S. ONCE THE CONTRACTOR HAS STARTED HIS WORK, HE ASSUMES FULL RESPONSIBILITY FOR THAT WORK, BOTH FOR MATERIALS A \D LABOR PERFORMED. ALL S�BCO \TRACTORS ARE RES °0NS15LE FOR R_`10\ i\G DEBRIS RESvLTi\G FROM THEIR WORK FROM THE °REMISES. 13. CLEA \u : N ADITIO\ TO THE REMOVAL OF ALL CONSTRUCTION DEBRIS FRO THE PRE115ES, IT IS THE FINAL RESPONSIBILITY OF THE CONTRACTOR TOR_ 1OVE ALL S"1' G =S, SPOTS OF PLASTER, PUTTY, CA'.;LKI \G CCO'lFOI.\D, ADHESIVE, FAINT AND °E \CIL IC, MARKINGS, TAGS A \D DESTI\ATIO\ LABH \OT CALLED FOR AS BEI \G PERYA \ =NT. THE CONTRACTOR SHALL ALSO CLEAN E=ACH AREA SEPARATELY \CL.Di \ THE ,WASHING OF ALL WINDOWS AND VAGUUMi G OR WIAXi \G OF ALL FLOORS PRIOR TO HANDING THE COMPLETED PROJECT OVER TO THE OWNER. 14. MATERIALS: ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN THE DRAWi \GS, AND THE BEST OF THEIR RESPECTIVE KINDS. NO SI..BSTITaTICONS SHALL 5E MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL B" - THE OWNER, ~\LESS SPECIFIED OTHERWISE O\ THE DRAWINGS. FOR PORTIONS OF TH4E WORK NOT SHOWN IN DETAIL, BUT WHICH ARE S1-40W\ GENE RALLY, OR ARE REASONABLY INFERABLE AS BE NG R= 0.1R_D FOR A COMPETENT AND COMPLETE INSTALLATIC \, THE MATERIAL METHODS A \D WCRKM,A\SHIP SHALL CONFORM AS A MI` \IMUM TO THE TYPICAL OR REPRESENTATIVE. Ia. FIRE RESISTA NCE / UNDERWRITERS LASOGRATCRY RAT'I \GS: WHERE ASSEMBLES CR THEIR VARIO :S C;OMFONE\TS, MATERIALS CR CO \ STRwGTIO\ SYSTEMS ARE INDICATED) TO HAVE FIRE RESISTANCE RATINGS / UNDERWRITERS LABORATORY RATINGS., ALL Si,CN SHALL BE COMPOSED CF MATERIALS AND SE ASSEMBLED 50 AS T(0 CONFORM TO THE STANDARDS ESTABLISHED I\ GOVER \ING CODES IN OiRDER TO ACHIEVE THE REQ'.iRED RAT \G \ THE COMPLETED WORK. CUTTING AND PATCHING: EACH GO \TRAGTCR SHALL a RES °ON:SBLE FCR A \Y G:TTI \G, FITTi \G, PATCHING AND MATCHING OF HIS NEW WORK TO EXISTING WORK WHERE A ° °LiC451 E AND INDICATED IN THE- DRAWING_- AO CC \TR.44CTCR SHALL E \DANGER AVY WORK CF ANY OTHER CONTRACTOR B` EXCAVAITING OR OTHERWISE ALT =RI \G ANY WORK OF ANY OTHER CONTRACTORS. T. DEMCL!TIO\: THE CONTRACTOR SHALL SE RESPONSIBLE FOR THE DE"fO'LLTIO\ A \D RE-" IC'/AL OF DEBRIS ,REQL ED TO CGIPLETE THE: CONSTR.GTIOy AS SPECFTED ON THE DRAWINGS. EXISTING a \USED EL_CTR'C AND PLUYBiAG S -ALL BE REMOVED CR ADEQUATELY CAPPEQ AS ALLOWED B" CODE. SECURITY NOTES: APPLICABLE ITEMS FBG RE: i\TR.SION 46,ND BURGLARY SECuRIT` 1.) ALL LOCKS ON EXTERIOR Dv :RS SHALL BE CAPABLE CF RES'STi \G A FORCE OF 300 L. APPLIED IN ANY IC \VABLE DIRECTION AND i\ ACCCRA \GE WIT- RESISTANCE STA \D)ARDS SET FORTH i\ METRO COD_ 36C. 2.) ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MIN. (OF 3,000 POSSBLE KEY CHANGES OR LOCKING AUXILIARY 3.) THE ACTIVE LEAF OF PAIRS OF EXTERICSR SWING DOORS SHALL HAVE SAME LOCKS AS REQ'uiR=D FOR SINGLE EXTERIOR SWI \G DOORS. THE INACTIVE LEAF CF THESE PAAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 3/8 Y1iN. THROW BOLTS WITH INSERTS. 4.) HINGES O\ EXTERIOR OUT- SWi\GNG DCcORS SHALL HAVE NON - REMOVABLE PINS. 5.) JABS OF ALL EXTERIOR OFFSET T"PE i'I\ -SWING DOORS BE RABBETED, CR OF SIMILAR FABRICATION, TO PREVEi`.NT DEFEATI \G THE P,.RPCSE CF THE STRIKE AND THE INTEGRITY OF LOCtIGS AND LATCHES. 6. Sil\GLE, SWi \GI \G, EXTERIOR DOORS, IF USED SHALL BE SOLD CORE OF \O LESS THAN 1 3/4' THICK. 7.) GLASS A \D EXTERIOR DOORS SHALL COMPLY WITH TI-4E AYE-RICAN \ATIC\AL STANDARDS I\STITCUTES STANDARD 291J. 8.) VISION PANELS N EXTERIOR DOORS OT14-ER THAN GLAZING WITHIN 40 OF THE INSIDE LOCKING ACTIVATING DEVICE CF LOOSE AND SWINGING DOORS SHALL COMPLY WITH 41`1E-RICAN.; NATIONAL STANDARDS INSTITLTES- STANDARD 291.1. 9.) SLIDING GLASS DOORS AND WINDOWS 5,1-)HALL BE INSTALLED A \D CONSTR'UGTED 50 THAT NO PANEL CAN 1 BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED PCSITIC\ A \DSO /AS TO COMPLY WITH THE ARCHITECTURAL ALUMI'1 1 MFG'S ASSOCIATION STANDARDS FOR FORCED ENTRY RE-SISTA\GE 44MA 13033.3. 10) FRONT MAIN ENTRANCE DOORS SHALL E3E PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 11.) D0cR AND WINDOWS B CARADCO PReODL CTS (CR EQUAL) ABBREVIATIONS: A A!0 ACCUST ACP A.F.F. AL CR 4L.`1 A \OD. BD B.F.F. BLKG BLK GEM GER G.F.V. G.J. CLG COL CO \G CONT COVER D51 DIM DTL /DTLS E.A. ELECT /EL=G EL. ELEV. EXH. EXIST. EXP. EXT. F.D. FE. FARE EXT. 045. F.O.I.C. FLUOR FIN. GA GWB BD. GALV GS GL HM SYMBOLS: / 1 A1.1 D =AIL \0. 3 ROOM NAME 101 ANCHOR 4.R CONDITIONING ACO.STICAL ACO ,STICAL CEILING PANEL ABOVE FINISH FLOOR AL. i \aM A \CDIZE B0AR1D BELOW FNS- FLOOR BLOCK \G BLOCK CEME \T CERAMIC,TCR FIELD VERIFY CONTROL JONT CEILI \G COL .M\ CONCRETE CC \Ty.C.S COVE-RING DC.BLE DIMENSION DETAILS EACH ELECTRIC4L ELEVATION ELEVATOR =XNA.ST EXISTI \G EX °A \&0\ EXTERIOR BRA\ FRE EXTI\G ! H =R FIRE EXTI\G SHER C451\ HT INSTALLED BY OW \ER, CONTRACTOR FLUORESCE \T FI \ISH GAuGEM WALL BCARDI BOARD GALVANIZED GALVANIZED STEEL GLASS HOLLOW MET NORTH ARROW COLUMN REFERENCE GRIDS WALL SECTION SHT. 0\ WHICH DETAIL IS SHOW\ CR SHT. ON WHICH DETAIL IS GALLED 0.T SECTION NO. BL-.JLDI \G SECTION c ..HT 0\ ,WHIG SECTION \ N _ SHOW OR � SHT. ON WHICH SECTION 15 CAL LE OUT (PLAN, ELEVATION) WALL TYPE- ELEVATION \C. 2\ '. r' • SHEET ON WHIG - ELEVATION IS SHOW\ DOOR No. WINDOW TYPE R00 \AME ROOM \o. 'IcICzV/5 RELATED HT HCRIZ H.B. I.D. \S.L. I\TER`1 JA\. MA \..F. MAT MAX MTL \IC \EO °R O.D. O.C. C.S. \ PJ PL L.P. °LYWD \L PLAM .T. IRE-1\F. REQD RM R.p. SHT SCH STL STD, SECT SIM SPECS STR.:CT SC TEMP VCT VERT VEST. \OT_: ALL SYMBOLS AND ABBREVIATIONS MAY \OT BE .SED. HEIG - -T "CNTAL -CS_- 555 INTERIOR D \S,L_„470\ INTERMEDIATE- JANITOR MAN.FACT,RER MATERIAL Mi\I"1'u" METAL \OT IN CONTRACT \ECPR = \E OUTSIDE DIMENSION ON CENTER OVERFLOW S0 ERS PARTITION PANEL JON PLATE LIGHT POLE PLYWOOD PANEL PLASTIC. LAMINATE PRESSURE TREATED REI \FORGI \G REQ.iRED ROOM DRAIN SHEET SGHED.LE 57,2.41\ LESS ST =EL STEEL STANDARD SECTION Sr- :LAR SP_CIF!CATC \ STR..CT'.RE= W00 TELEPHO \E TE "DERE VINYL CCM°CSITC\ TILE VERTICAL VESTB.LE II m 1 1 JAI 1I 13r 'vi v. iw 11 111 1 111 11 i Derm Number: 2004 1221- 1357 -2302 Contact Name: MS DEBBIE MILLER Contact Phone: (788)797 -1397 Folio: 11 - 3206- 034 -0250 Project Name: GALLO RESIDENCE INT RENDV Date Received: 12/21/2004 Reviewer Name: CRISTINR FERNRNDEZ �� )t ,' ,�. flT • � BE S ou►V.,:�9 .. r �� +la ° iNG Nu.). , • � # mss `£ Y . a . : .�� c • ;t iZt.S� cry-• - . :.._. ��-�'d ` E [ Ei ©Vr�Lt sp Y OSID! L � J;aA, "O ?A1 TMENTA -APP Fes ' 1$511D T 6Y 1ti� OFFtOF.P1 Aid f�EV1E�N SE6�ViC� : TO -E 3E5T C= NEL •N F. WALTERS FL, P.E. 58207 CONSULTANT: k f ! U W z 0 0 SHEET No. LEGAL IDESCRIPTION: THE EAST 9 FEET OF LOT 16 ALL OF THE LOT 11, AND THE WEST 16 FEET OF LOT la, 5LOCK 110, SECTIONS No. a MAMI 51-- rORES, ACCORDING TO TI--E PLAT THEREOF AS RECORDED N PLAT SOCK 14, PAGE 33, OF THE PL;BLIC RECORDS OF - 1!AMI DADE COIANT', FLORIDA. r-- } -1 0n ui z NOTE: ALL RAIN WATER TO 8E CONTAINED WITHIN THE PROPERT" PROJECT ELEVATION 0 -0' = F.F.E. = +1535 NGVD 2 Il 10 a 6 4 3 2 13 14 SCALE: NIS. LOCATION SKETCH N.E. 100 to STREET 1a N.E. 99tH STREET 20 2 1 22 23 GARAGE F.F.E= + 13.40 NGVD NEW SLAG ON GRADE 1j NEW FLAT ROOF F.F.E. = +1535 NGVD / EXIST. ONE STORY Ade RESIpcNGE EXIST. F.F.E. = \GVD NEW SLAB ON GRADE NEW ROOF NGVD EXIST. CHAIN LINK FENCE 13.20' X 10.55 SITE PLAN 1/8" = LAND 13.7 E IST. C `siV C RFor x T Rt 1AIN 10' - ll E>< T. S;=Ti AC 12.3' 10.0 V u 1 J) X 111 EXIST. DRIVEa'AY AFFROACH LANDSCAPE NEW CONC. PAVERS T. 7500 3 UJALK,.UA`' 5.00 13.5 N.E. 99th STREET V 0 1 !H 121' a ASPHALT PV`1T. 5' CONC. SD,ULK 20 PARKWAY 20 ASPHALT PAVEMENT 10.3' .11■1111 MEMO 13.3 I NEW A/C SLAB 1 10 - SETi3ACK 13.5 LANDSCAPE 13.30 TO TkE BEST rT K.NOu _cOG= T1 -4ESE PLANS V E BEEN Re_PSR =O N 2001 AND SS RE:L,IREr'ENT NE ON F. WALTERS FL, P.E. 58207 6f CONSULTANT: co 1` co c .ti <• o v- E co 00 V rev o.. X C1 -a1 •_ c v Vic a ti1E O Z -J O -' 1:0 o � o � -J Q 1--a) z a W o co w a DRAWN BY: W.A. CHECKED BY: N.W. DATE DRAWN: 08 -13 -04 COMM. NO. REVISION: SHEET No. Al ZONING DATA Lot Area 5903 S.F. Setbacks Front 35 -5 1/2" Rear 25-5 Left lo' -l" Right l0 -O" Residence AJC existing 1,335 S.F. Garage & Terrace (no NC provided) existing 49& S.F. Areas Total built area 1,533 S.F. Residence A/C addition 669 S.F 36.50 %,. New Building Footprint 2521 S.F. Impervious area 3,354 S.F. Green Area 5,549 S.F. LEGAL IDESCRIPTION: THE EAST 9 FEET OF LOT 16 ALL OF THE LOT 11, AND THE WEST 16 FEET OF LOT la, 5LOCK 110, SECTIONS No. a MAMI 51-- rORES, ACCORDING TO TI--E PLAT THEREOF AS RECORDED N PLAT SOCK 14, PAGE 33, OF THE PL;BLIC RECORDS OF - 1!AMI DADE COIANT', FLORIDA. r-- } -1 0n ui z NOTE: ALL RAIN WATER TO 8E CONTAINED WITHIN THE PROPERT" PROJECT ELEVATION 0 -0' = F.F.E. = +1535 NGVD 2 Il 10 a 6 4 3 2 13 14 SCALE: NIS. LOCATION SKETCH N.E. 100 to STREET 1a N.E. 99tH STREET 20 2 1 22 23 GARAGE F.F.E= + 13.40 NGVD NEW SLAG ON GRADE 1j NEW FLAT ROOF F.F.E. = +1535 NGVD / EXIST. ONE STORY Ade RESIpcNGE EXIST. F.F.E. = \GVD NEW SLAB ON GRADE NEW ROOF NGVD EXIST. CHAIN LINK FENCE 13.20' X 10.55 SITE PLAN 1/8" = LAND 13.7 E IST. C `siV C RFor x T Rt 1AIN 10' - ll E>< T. S;=Ti AC 12.3' 10.0 V u 1 J) X 111 EXIST. DRIVEa'AY AFFROACH LANDSCAPE NEW CONC. PAVERS T. 7500 3 UJALK,.UA`' 5.00 13.5 N.E. 99th STREET V 0 1 !H 121' a ASPHALT PV`1T. 5' CONC. SD,ULK 20 PARKWAY 20 ASPHALT PAVEMENT 10.3' .11■1111 MEMO 13.3 I NEW A/C SLAB 1 10 - SETi3ACK 13.5 LANDSCAPE 13.30 TO TkE BEST rT K.NOu _cOG= T1 -4ESE PLANS V E BEEN Re_PSR =O N 2001 AND SS RE:L,IREr'ENT NE ON F. WALTERS FL, P.E. 58207 6f CONSULTANT: co 1` co c .ti <• o v- E co 00 V rev o.. X C1 -a1 •_ c v Vic a ti1E O Z -J O -' 1:0 o � o � -J Q 1--a) z a W o co w a DRAWN BY: W.A. CHECKED BY: N.W. DATE DRAWN: 08 -13 -04 COMM. NO. REVISION: SHEET No. Al NEW WOOD PIGGY SACKS TRUSSES SEE STRUC. FLANS FOR CONNECTION EXIST. PLYWOOD SHEATHING TO REMAN EXIST. ROOF RAFTERS AND CELING JOIST TO REMAIN EXIST. CONC. TB TO REMAIN EXIST. GNU WALL TO REMAN CONT. PT NAILER NEW FLOOR FNiSH EXIST. WOOD JOIST FLOOR TO REMAIN EXIST. CRAWL SPACE TP REMAIN EXIST. WOOD FTG. TO REMAIN O TYP. WALL SECTION 3 3/4 = 1 III III III III III III -III III NEW SFANISI- ROOF TILc TO 1ATCI-4 OVER N COURSE 30 * ROOFING FELT OVER N COURSE 90 * MINERAL SURFACE ROOFING OVER 5/8' CDX. EXT. GRADE PLYWOOD SF-EATING. FRE -FAB WOOD TRUSSES MANUF. TO FROVIDE SH0P PWGS FOR AFFROVAL R -30 GATT. INSULATION PLACED BETWEEN TRUSES V2" DRYWALL ON 15 CEILING :IJOOD FURRING' 1&" O.G. CUT AND REMOVE EXIST. ROOF OVERHANG Ix3 CONT. F.T. FIRE STOP (TY P) AT ALL EXTERIOR WALLS. PT FIRE STOP AT WALL MIDSFAN 1/2" GRYUALL ON I x2 P.T. UOOD FURRING e !a' O.C. REFER TO FNSI -4 SCkEDULE. R 4.2 WALL INSULATION 4" WOOD BASE T1' P. 4" CONC. SLAB ON GRADE OVER VAPOR BARRIER ON WELL COi iPAGTED FILL. REMOVE EXIST WINDOW/ / / te r,∎1 i ice_. MMM;�//// /// Jr it REMOVE EXIST. WINDOW. CUT EXIST. CMU WALL / / / EXIST. HOUSE TO REMIAN% REMOVE EXIST. BATH FIXTURES / / / / REMOVE EXIST. / -DOOR AND PARTITION / / / / / / / / / / / / / / / / / / / O DEMOLITION PLAN 1/4" = 1'-0" M 1 CAF t SEAL ALL SANITARY PIPES NOT LONGER IN USE CUT EXIST. WALL REMOVE EXIST. LUiNDOLU REMOVE EXIST. DOOR TO THE 3E5T O. r^Y KNOWLEDGE T' - PLAN; HAVE SEEN FREPJ.RED N GOMPL!ANGE WITH r$G 2001 AND'TS EO'.tiRE' NTS °GR rVIU'._y CONSULTANT: 0_ • U 0 z -� O -J I 0 QQ z W o V J W Q c DRAWN BY: W.A. CHECKED BY: N.W. DATE DRAWN: 08 -13 -04 COMM. NO. REVISION: SHEET No. A2 DRAWN BY: W.A. CHECKED BY: N.W. DATE DRAWN: 08 -1104 COMM. NO. REVISION: BUILT -UP ROOF FINISH PT. WD. BLOCKING 5/a" CDX EXTERIOR PLYWOOD SI- +_ATHING 2" X NAILER GALV. `1TL. DRIP TYPICAL TOP OF BEAM a' - 3° 12" FASCIA PLYWOOD'Y 1TL. LATH AND STUCCO FINSH 4 CONT. V 'ENT STUCCO FINISH TO MATCH 'EXISTING NEW CONC. BEAM SEE STRuCT. PLANS NW FRENCH DOOR CONTRACTOR TO PROVIDE N0A NEW 4' GONG. SLAB ON GRADE ON WELL COMPACTED FILL a" GONG. BLOCK WALL SEE STRUCT. PLANS — FOR REINF. NEW CONC. FTG. SEE STRuCT PLANS FOR SIZE AND R'EINF, 2 -0' O.H. TYP. x ^SLOP O TYP. WAL SECTION 2 3/4" = 1 0 NOTES: I) FROVDE D.G. PRODUCT CONTROL APPROVAL FOR IMPACT RESISTANT EXTERIOR 'WINDOWS. 2) ALL WINDOWS AT BEDROOMS SHALL BE 'EGRESS' TYPE, U.O.N. REFER TO DOOR / WINDOW SCHEDULE THIS SHEET. THE EGRESS WINDOW SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING .4 CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH, 24' IN HEIGHT, AND 5.1 SQ.FT. N AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE- THAN 44' OFF THE FLOCR. TI-4E MODE OF OPERATION DOES NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE, OR 'EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR. 3) GENERAL CONTRACTOR TO VERIFY AND COORDINATE ACTUAL UJiNDOLU DIMENSIONS AND MASONRY OPENINGS PRIOR TO CONSTRUCTION. 4) ANY CHANGE OF INTERIOR FINISHES BY OWNER /G.G. SHALL BE COORDINATE LU/ THE ARCHITECT. 5) INTERIOR PARTITION OF 3 5/a' -5 5 /a' METAL STUDS e 24" O.G. REFER TO FLOOR PLAN FOR DIM /LOCATION. 6) FROVIDE M.R./G.J.B. ON WET 'WALLS ONLY. 1) 10) BATH DOORS SHALL BE OPERABLE FROM OUTSIDE N 'EMERGENCY SITUATIONS. a) CLOSET DOORS SHALL BE OPERABLE BY CHILDREN FROM INSIDE. SEPARATE PERMIT REQUIRED FOR ROOFING, WINDOWS AND DOORS. SEE ELEVATIONS ON SHEET 4-4/5. II) FOR SECURITY ENTRY NOTES REFER TO BUGLARY NOTES SHEET 4-1 1 2) GLASS OR MIRRORS IMM 'EDIAT 'ELY SURROUNDING A BATHTUB 0R SHOWER. ENCLOSURE GLASS 0R MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60 INCHES (1.5 ) ABOVE TI-4E FLOOR OF THE TUB OR THE SHOWER. 13) SHOWERS. SHOWER COMPARTMENTS SHALL PAVE- FLOORS AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NONABSORBENT WATER- RESISTANT MATERIALS TO ,4 HEIGHT OF NOT LESS THAN 10 INCHES CI11a MM) ABOVE THE COMPARTMENT FLOOR AT THE DRAIN. 14) PROVIDE CERAMIC TILE FINISH N ALL BATH AND SHOWER WALLS UP TO 6' -O" HIGH TYPICAL- HURRICANE YPICAL HURRICANE STRAP SEE STRUC. PLANS PT. 'WOOD RAFTER SEE STRuCT. PLANS FOR scEs AND SPACING R -30 BATT. INSULATION BETWEEN RAFTERS I' x 3' PT. FiRESTCP AT TI-»'E TOP AND e a-O" MAX. !/2" DRYWALL OVER PT. FuRR. e !6" C.G. PROVIDE R -4.2 WALL INSULATION NEW FINISH FLOOR FIRST FLOCK 0 - 0" VAPOR BARRIER TiP GRADE L-VEL -2 - 1/2' FREMOLD 'ED JOINT TCF� - 4 BUILT -LP ROOF FINSH 5 /3" CDX'EXT. PLYWOOD SHEATHING S 'EE STRUC. PLANS PT. WOOD RAFTERS SEE STRUC. PLANS R -30 BATT. INSUL. BETWEEN RAFTERS NEW WALL OPENING 4" LUOOD BASE 4' CONC. SLAB ON GRADE OVER VAPOR BARRIER ON WELL COMPACTED FILL S1-OPE 111 1 O TYP. WALL SECTION 1 3/4 = 1 0 1 EX'',ST. ROOF STRUCT. TO REMAIN T/ BEAM O a -10° 1/2 DRY,.JAL ON TOF' CF B 'EAM' !6 O.C. EXIST. CONC. TB TO REMAIN A/G COMPRESSOR UNIT ON CONC. SLAB NEW FLOOR FINISH TO MATCH EXISTING FLOOR FIRST FLOOR O' - EXIST. JJOOD JOIST FLOOR TO REMAIN EXIST. CRAWL SPACE GRADE LEY -0 TOF -3' -4' EXIST. CONC. FTG. TO REMAIN 5' -a 1/ 36" CAT. H GI AS NEW 4" G ON GRA 'Ex1sr. TITIONS 36' x aO' FIXED CAT. 11 SAFETY CAT. H SAFETY GLASS 20' -9I/ FAMILY ROM( NELU 4" CONC. SLAB ON GRADE GLASS CAT. 11 SAFETY GLASS SHOWER ENCLOSURE 3Oka 3' - 1' 6' - O ' CAT. 11 AF_TY GLAS` 11111C!VI11W1111' 11111111111111111 GERAM1C FI 3O'x Army Ar / / SLOB O Fr KITCHEN ' NING E3EDROOM EXIST. ONE STORY I -SOUSE TO REMAIN / /// LIVING ROOM BEpROOM/ 1/M! i� /Ar i% /! / 11111111 11111111U111 5H 31 "x CAT. I1 SAFETY GLL 3 24 °xa0 BI -FOL' 36'x.30FIXED 4 -1 PROVID'E 6' HIGH MN. CERAMIC TILE FINISH DROP BATHROOM CEILING TO ALLOW NEW A/G DUCTS CAT. 11 SAFETY GLASS NEW 4" CONC. SLAB ON GRADE 14'- 3" MST. 6EDROOM CARPET FINISk 14'- 3" -a /2' 3' - 36 "x FIXED NOTE: EXISTING HOUSE IS IN GRZALUL SPACE. 'EXISTING REMAINING VENTILATION AREA OF k0.aa S.F. IS STILL SUFFICIENT TO COMPLY WIT1 -4 1/150 S.F. OF THE ARE TO BE VENTILATED THE REQUIRED AREA 15 9.34 5.F. CONTRACTOR TO VERIIFY THE GOOD CONDITIONS AND PROPER SCREENING 0)F THE EXIST. VENTILATIONS OPENINGS 0 1 FIRST FLOOR PLAN 1/4'" V-0" CONCRETE PAVERS GN GRADE. A4 LANDSCAPE Ski 2Tx4a" 20' -91/2" 22 - O" 4 A4 eo �II A V /, 4ETFI CK IN -X / � WINDOW OPENING //, ,x W/ WD. STUDS PART. / .� itr TY PICAL' 47 A /1 /ILY /t BF _ CONC. SLAB 1° LANDS PE TO TIE BEST OF MY KNO;,LEDGE TI- ESE PLANS 'H,A' ✓E = EEN °REP,:RED iN GOMP4-•.1NGE W'SH =3G 200 AND 'TS REOiREMENTS FOR -/k: CONSULTANT: u) 0 EC 0 J O Z -� O -1 i- O 0 0 Q Q J Q . Z W : 0 0 6 V! W DRAWN BY: W.A. CHECKED BY: N.W. DATE DRAWN: 08-13-04 COMM. NO. REVISION: / \ EAST ELEVATION NEJJ SPANISH TILE 0 1/4" = 1 O" TO MATCH EXISTING TING $ C o ( - {'tnv� L ��'I � �� 7 NEJJ SMOOTH STUCCO TO MATCH EXIST. NEW FRENCH DOORS WITH SD_LlTES NE-LU CONC. STEPS NORTH ELEVATION 2 1/4" = 1' -0" T/ BEAM 5 -10" FIRST FLOOR O' - C� r G RADE LEVEL rk TO ‘10--73 F vi") SECTION 1 1/4" = V-0" ® SECTION 2 1/4" = 1'-0 / 7,71 Ad Ate A NELU CONC. SLAB ON GRAD_ NEUJ SPANISH T!L_ TO MATCH EXIST. NEW SLOPE NELU SMOOTH STUCCO FINISH TO MATCH EXIST. TO MATCH _XIST. LI III I11 NEW CONCRETE SLAB ON GRADE SEE STRUCT. PLANS FOR REINF. NEW FLAT ROOF EXIST. ROOF TO REMAIN HI ILL 111 111 111 _J1 EXIST. WOOD FLOOR TO REMAIN 1 EXISTING ROOF ,- NELU FLAT ROOF BUILT -UP FINISH TO R =MAIN ADDITION ( i ) EXISTING EXISTING EXISTING d ADDITION e V/I 1 1 ADDITION _XIST. ROOF TO REMAIN ri A AO A Si ;// i i,,ii ; A... ,,off.- r Al / 1 -- -4 - . , 1 T i NEJJ CONC. STEP SEE S_CTIO\ FLOOR TO REMAIN ROOF SLOPE TO MATCH EXIST. NEW SPANISH ROOF TILE TO MATCH EXIST. N_LJ FIRE-F45 ,000D TRUSSES ROOF SLOPE TO MATCH 'EXIST. NEJJ SPANISH TILE ROOF FINISH TO MATCH EXIST. �. NEJJ CONC. TB TO MATCH EXIST. NEW CONC. SLAB ON GRADE NUJ CONC. FTG SEE STRUCT. PLANS SMOOTH STUCCO TO MATCH EXIST. T/ BEAM O T/ LOW TB O" 'EXISTING GARAGE NEW CONC. SLAB ON GRADE FIRST FLOOR T/ B-EAM 8 - !O' T/ BEAM - 10' FIRST FLOOR O - L iGR 4 E FIRST FLOOR TO T4-E 3E ST CF MY .. VOWLEDG E TWESE PL4NS 1./E BEEN FFEP4eED N GCMF'! WT-4 = 20:-'1 aND T5 R EO'..�R�ME NTS =OR N /1-4 -- CONSULTANT: / \ 7 EAST ELEVATION NEJJ SPANISH TILE 0 1/4" = 1 O" TO MATCH EXISTING TING $ C o ( - {'tnv� L ��'I � �� 7 NEJJ SMOOTH STUCCO TO MATCH EXIST. NEW FRENCH DOORS WITH SD_LlTES NE-LU CONC. STEPS NORTH ELEVATION 2 1/4" = 1' -0" T/ BEAM 5 -10" FIRST FLOOR O' - C� r G RADE LEVEL rk TO ‘10--73 F vi") SECTION 1 1/4" = V-0" ® SECTION 2 1/4" = 1'-0 / 7,71 Ad Ate A NELU CONC. SLAB ON GRAD_ NEUJ SPANISH T!L_ TO MATCH EXIST. NEW SLOPE NELU SMOOTH STUCCO FINISH TO MATCH EXIST. TO MATCH _XIST. LI III I11 NEW CONCRETE SLAB ON GRADE SEE STRUCT. PLANS FOR REINF. NEW FLAT ROOF EXIST. ROOF TO REMAIN HI ILL 111 111 111 _J1 EXIST. WOOD FLOOR TO REMAIN 1 EXISTING ROOF ,- NELU FLAT ROOF BUILT -UP FINISH TO R =MAIN ADDITION ( i ) EXISTING EXISTING EXISTING d ADDITION e V/I 1 1 ADDITION _XIST. ROOF TO REMAIN ri A AO A Si ;// i i,,ii ; A... ,,off.- r Al / 1 -- -4 - . , 1 T i NEJJ CONC. STEP SEE S_CTIO\ FLOOR TO REMAIN ROOF SLOPE TO MATCH EXIST. NEW SPANISH ROOF TILE TO MATCH EXIST. N_LJ FIRE-F45 ,000D TRUSSES ROOF SLOPE TO MATCH 'EXIST. NEJJ SPANISH TILE ROOF FINISH TO MATCH EXIST. �. NEJJ CONC. TB TO MATCH EXIST. NEW CONC. SLAB ON GRADE NUJ CONC. FTG SEE STRUCT. PLANS SMOOTH STUCCO TO MATCH EXIST. T/ BEAM O T/ LOW TB O" 'EXISTING GARAGE NEW CONC. SLAB ON GRADE FIRST FLOOR T/ B-EAM 8 - !O' T/ BEAM - 10' FIRST FLOOR O - L iGR 4 E FIRST FLOOR TO T4-E 3E ST CF MY .. VOWLEDG E TWESE PL4NS 1./E BEEN FFEP4eED N GCMF'! WT-4 = 20:-'1 aND T5 R EO'..�R�ME NTS =OR N /1-4 -- CONSULTANT: CONNECTOR SCHEDULE MARK ANCHOR TYPE NAILING 0 TRUSS NAILING @ SEAT OR ALLOWABLE UPLIFT ( #1 ALLOWABLE F1 ( #1 ALLOWABLE F2 ( #1 ALLOWABLE GRAVITY LOAD MIAMI -DADE NOA 1 NU -VUE NVHTA 10 10 10d 6 10d X 1- 1/2 2133 1617 1943 - 03- 0224.10 5 NU -VUE NVSTA 8 5 10d 6 10d X 1 - 1/2 1221 1671 1541 - 03- 0224.10 3 NU -VUE NVRT 24T 7 16d 5 1/4" r x 1 -1/4" long flat head " TAPCONS 880 - - - 03- 0327.14 FOOTING SCHEDULE SIZE BEAM SCHEDULE REINFORCEMENT STIRRUPS REMARK MARK ELEVATION BOTTOM TOP E C SIZE SPACING B -1 8' -7" 8 "X16" 2 #5 2 #5 - - #3 @6" O.C. T.o B -2 8' -10" 8 "X24" 2 #5 2 #5 - - #3 @1o" o.C. T.o TB 8' -10" 8 "X12" 2 #5 2 #5 - - #3 4 @ 12" E.E. & BAL. @ 48" O.C. PLACE 2 #5 30 "x30 "' L' CORNER BARS AT EACH END AND INTERSECTIONS FOOTING SCHEDULE MARK SIZE THICKNESS REINFORCING REMARKS TRANSVERSE LONGITUDINAL WE-16 1' -4" X L 12" - 2 #5 Place 30" x 30" 'L' bars at _comers and intersections CONCRETE COLUMN SCHEDULE MARK SIZE REINFORCEMENT PLAN VIEW REMARK VERTICAL TIES TC-1 8 "X12" 4 #5 #3 @ 8" A ' .'1171.3 TC -2 8 "X16" 4 #5 #3 @ 8" A ING PRESSURE zo $ TIO (PSF) PRESSURE (PSF) 1 ;41.7 31.3 21 X101.9 31.5 3` ' .'1171.3 31.5 BLOCK -IN EXIST. OPENING W/ WO. STUDS PARTITIONS 4" CONC. SLAB 6x6 W2.OxW2.0 WWF OVER VAPOR BARRER ON FILL COMPACTED TO 95% MODIFIED PROCTOR TEST 0 4" CONC. SLAB 6x6 W2.OxW2.0 WWF OVER VAPOR BARRER ON FILL COMPACTED TO 95% MODIFIED PROCTOR TEST C FOUNDATION PLAN 1/4' = 1' -0" PIGGY BACK TRUSS SIMPSON'S 20GA X 24" LONG GALV. METAL STRAPS W /6 -10D NAILS, TYP EVERY OTHER TRUSS ROOF PIGGYBACKS DTL. SCALE: N.T.S. 5 TE. 8" CDX EXTERIOR YWOOD PREFAB WOODEN TRUSSES TOP CHORD PROVIDE VENTS BETWEEN PIGGYBACKS & MAIN ATTIC BY DRILLING 2 "- HOLES IN ROOF SHEATHING BETWEEN EACH TRUSS T :.00K v LL IS . I i EXI COLb 1 N TWO .OL. D► LS SAME ZE � COL. 'FINE. `� NOTE "B" (0 r NEW TIE BEAM 2' -6" LAP SflLICE TYPICAL \EW /EXISTI \G WALL DETAIL 2/S3 SCALE: N.T.S. NOTE "A" 2'- 6" LAP SPLICE DRILL AND EPDXY # 4 BARS 4" INTO EXISTING COLUMN 8 "x12" NE STARTER COLUMN TU NEW FOOTING CLEAR COVER (TYPICAL) BOTT. /BEAM , 0 1 GONG. SLAB ON GRADE TYP. TIE DOWN DETAIL SCALE: N.T.S /\ 1/2" PREMOLDED JOINT 4" CONC. SLAB W/ 6x6 W1.4 x W1.4 WWF OVER VAPOR BARRIER ON WELL COMPACTED FILLED TO 95% PROCTOR TEST 0 Z O h- 0 Q 0 Z CO 8" BLOCK WALL TOP /FOOTING CONC. TIE BEAM SEE BEAM SCHEDULE FOR SIZE & REINF. CONC. TIE BEAM SEE BEAM SCHEDULE FOR SIZE Sc REINE. / 4 = \ i \ iii \: CONCRETE FOOTING SEE \ \j� \j " . \ FIG. SCHEDULE FOR SIZE \ \ � \�\ * & REINF. \, \\ / \\ j / \/7:-//:,‘, / \\ EXIST. WOOD TRUSSES C 7x12.25 W/ 5/8 "- RED HEAD WEDGE ANCHORS 6" INTO EXIT. TB & SPACE 0 18" 0.C. STAGGERED EXIST. WOOD BEAM TO REMAIN. EXIST. CRAWL SPACE 1#5 VERT. IN CONC. FILLED CELLS. WHERE INDICATED AT FDN. PLAN ROOF SHEATHING SHALL BE 5/8" CDX EXTERIOR PLYWOOD W /8d NAILS @ 6" 0.C. AT EDGES AND INTERMEDIATE SUPPORT PRE- FAB.WOOD TRUSSES 0 24" 0.C. MANUFACTURER TO PROVIDE SHOP DWGS. FOR ENGINEER'S APPROVAL USP TAPL 16 W/ (6) 10d THRU SEAT PLATE AND (10) 10d'S THRU STRAP TYPICAL. AJJ n IGGY BACK TRUSSES TO BE ANCHORED TO EA.INTERSIECTING TRUSS W/ 24" LONG x 20 GA. METAL STRAP W/ 16 -10d NAILS. 1w ■ 8'x12" VE BETWEEN TRUSSES r PRE 2 PRO ENGI - a do ' fix• - -x = X, /!/\ i AC SLAB EL. SEE PLAN /I FIN. GR. EL. SEE PLAN 8" CONC. BLOCK WALL W/ #9 GA LADDER TYPE HORIZ. REINF. EVERY OTHER COURSE #5 VERT. REINF. © 48" IN CONC. FILLED CELLS CLEAN & COMPACTED FILL ELEV. +ao" FINISH FLOOR SECTION 1 -1 SCALE: 1/2 = 1 ROOF SHEATHING SHALL BE 5/8" CDX EXTERIOR PLYWOOD W /8d NAILS 0 6" 0.C. AT EDGES AND INTERMEDIATE SUPPORT EXIST. CBS WALL TO BE REMOVED. FAB.WOOD TRUSSES O.C. MANUFACTURER DE SHOP DWGS. FOR ER'S APPROVAL CUT AND REMOVE EXIST. ROOF OVERHANG NEW TB BEYOND EXIST. CONC. TIE BEAM NEW STARTING COLUMN BEYOND 4" CONC. SLAB W/ 6x6 W1.4 x W1.4 WWF OVER VAPOR BARRIER ON WELL COMPACTED FILLED TO 95% PROCTOR TEST \j�\ \ j am j am \ \ EXIST. CONC. FTG.�� \j / \ \�� \j \ \ / / \ \� • 7_ \\ SECTION 2 -2 ■ i \ / / \ SCALE: 1/2 = 1 TC OR CON. LLED CELL W /TIE D WN SECTION 3 -3 SCALE: 3/4" = V -0" [,f rION ROOF FRAMING PLAN 1140 744# 632 CONN C.= 2 i ,, ROOF LOA\010NES SCALE: NaT.S. NOTE: e ESSU ,re SHOWN ABOVE ARE BASED UPON AN EFF CTIVE V41? AREA OF 10 SF. 111 1 I--/ L ` WELL COMPACTED GRANULAR FILL THICKE , EC SCALE : 3/4" 7 1' -0' r a = 4l "x8" THICKENED CONC. FOOTING W/ 1 # 5 REINF. BAR CONT. U =1432# G =735# CONNEC. =0 U =2568# G =22 CONNEC.= C- U =1538# 0 =1320# CONNEC.= 10 4' -0" (T YP.) 1105) h�e c -�. prt: FrAA4 At4 Teq 4" CONCRETE SLAB REIN. W/ 6 "x6" W1.4xW1.4 W.W.F. BENT 30" MIN. AROUND SLAB PERIMETER U -742# G =449# CONNEC.=0 U =2568# G =2246# 1 CONNEC.= C� NOTE ALL W /,YD9N/S Wiz- 8E 1 EsisrANr ..5 6 J M1 ? W/j ' 5% /0' PRAWN65 ALo/ W1' / / NO4 Rocs, To /ow Co /sdj. rigc. & 6FEc:1AL -r / flC7 /HEE1c /,1 'ERv10ES =ro R V/eW &A- PPRovAL TRIa ro sogM1 r1IEM rb Tlt U1 L oJNo o pr; CY J ?j/r G , �F OTE A :x151. why tA kv iweitvtoa I'ESST YBC RDp -ABED Qa JM ;AcT GGA5$ A DRILL & EPDXY NEW FOOTING REINFORCEMENT 6" INTO EXISTING FOOTING. NOTE B DRILL & EPDXY NEW BEAM REINFORCEMENT 6" INTO EXISTING TIE BEAM. U =1432# G =735# CONNEC.=0 U =1538# G =1320# CONNEC.=01 PIGGYBACKS IN COMPUANCE WITH FBC 2D01 AND ITS REQUIREMENTS FOR HVWHZ 25% COMPLIANCE NOTES NOTE: Fee SEC• 3}01 .g .z. 3 ITEMS TO COMPLY WITH 0.1319+NA €-E- 44e -I -4- ,3 A) CORNERS OF BUILDING SHALL BE CHECK FOR B) #5 TIE DOWNS SHALL BE INSTALLED AT 20 FEET INTERVALS TROUGHOUT AND EACH CORNER C) EXISTING UNSTRAPPED TRUSSES (RAFTERS) SHALL BE ANCHORED TO TIE BEAM WITH NU -VUE & NURT -12 WITH 4-1/4" 0 x2" TAPCONS TO TB & 6 -16d NAILS TO TRUSSES CONSULTANT: 0 Z —J O —1 Fo 0 o � Q " Z W 0 0 5 66 W ck N DRAWN BY: W.A. CHECKED BY: N.W. DATE DRAWN: 08-13 -04 COMM. NO. REVISION: A A AS PER BLDG. DPT. REQ. 01/27/05 AS PER BLDG. DPT. REQ. 02/03/05 SHEET No. S -1 CONNECTOR SCHEDULE MIAMI -DADS NQA MARK ANCHOR TYPE NAILING TRUSS NAILING SEAT OR ALLOWABLE UPLIFT (#1 ALLOWABLE F1 ( #1 ALLOWABLE F2 ( #) ALLOWABLE GRAVITY OAD 1 NU -VUE NVHTA 10 1010d 610d X 1- 1/2 2133 1617 1943 - 03- 0224.10 5 NU -VUE NVHTA 8 510d 6 10d X 1- 1/2 1221 1671 1541 - 03- 0224.10 3 NU -VUE NVRT 24T 7 16d 5 114 D x 1.1f4 "long flat head TAPCONS $EO _ - - • 03- 0327.14 - BEAM SCHEDULE MARK ELEVATION SIZE REINFORCEMENT STIRRUPS REMARK BOTTOM TOP E 0 SIZE SPACING B -1 8' 8''X16" 2 445 2 45 - - #3 g6" o.c. T.0 3-2 8' -10" 8 "X24" 2 #5 2 45 - - *3 @io" o.c. to TB 8' -10" 8"x12" 2 45 2 45 - - 43 4 @r 1? E.E. & SAL. 43" O.C. PLACE 2 #5 30 "x30 "' L' CORNEF EAR? AT EACH END AND INTER8ECTION8 - FOOTING SCHEDULE X14 MARK SIZE THICKNESS REINFORCING REMARKS TRANSVERSE LONGITUDINAL WF -16 T -4" X L 12" - 2 116 Place 30" x 30" 'L' bars at corners and intersections CONCRETE COLUMN SCHEDULE MARK SIZE REINFORCEMENT PLAN VIEW REMARK REVISION: T TC -1 8 4 #6 #3 @ 8 A TC-2 8 "X 16' 4 #5 #3 @ 8' A DRAWN BY: W.A. CHECKED BY: N.W. DATE DRAWN: 08 -13 -04 PRESSURE (PSF) COMM. NO. REVISION: L AS PER BLDG DPI. REQ. 01/27/05 1111 -1 31.5 3 !1I-. 171.3 31.5 1 -- a NE u OFING PRESSURE § .,TI N (PSF; PRESSURE (PSF) 1111 -1 31.5 3 !1I-. 171.3 31.5 EJ =mai AO' 00 4/20.0 Ar ArrAirr Anfj, Ar !Mr 4 41 4" CONC. SLAB 6x6 W2.0xW2.0 WWF OVER VAPOR BARRIER ON FILL COMPACTED TO 95% MODIFIED PROCTOR TEST 4" CONC. SLAB 6x6 W2.OxW2.0 WWF OVER VAPOR BARRIER ON FILL COMPACTED TO 95% MODIFIED PROCTOR TEST J 1 //////u//// FOUNDATION PLAN 1/4" = 1' -0" PIGGY BACK TRUSS SIMPSON'S 20GA X 24" LONG GALV. METAL STRAPS W/6 -10D NAILS, TYP EVERY OTHER TRUSS ROOF PIGGYBACKS DTL. SCALE: N.T.S. 5 TE. 8" CDX EXTERIOR WOOD PREFAB WOODEN TRUSSES TOP CHORD PROVIDE VENTS BETWEEN PIGGYBACKS & MAIN ATTIC BY DRILLING 2 "N HOLES IN ROOF SHEATHING BETWEEN EACH TRUSS TWO' €I DVELS SAME ZE COL EINF. NOTE " B " SCALE: N.T.S. r NEW TIE BEAM 2' -6" LAP SRUCE TYPICAL NEW /EXISTING WALL DETAIL 2/S3 DRILL AND EPDXY # 4 BARS 4" INTO EXISTING COLUMN 8"x12" NE STARTER COLUMN TJ NEW FOOTING N,I CLEAR COVER a_ (TYPICAL) TYP. TIE DOWN DETAIL SCALE: N.T.S CONC. SLAB ON GRADE BOTT. /BEAM z 0 F- 0 0 z 6 8" BLOCK WALL TOP /FOOTING CONC. TIE BEMs SEE BEAM SCHEDULE FOR SIZE & REI1f CONC. TE BEAM SEE BEAM SCHEDULE FOR SIZE & REINF. 1/2" PREMOLDED JODIT 4 CONC. SLAB w/ 6x6 141.4 x W1.4 WVf OVER VAPOR BARRIER ON WELL COMPACTED FILLED TO 95% PROCTOR TEST EXIST. W000 TRUSSES — c 7x12.25 W/ 5/8'• RED HEAD WEDGE ANCHORS 5' INTO EXIT. TB& SPACE 018'0.C. STAGGERED EXIST. WOOD BEAM TO RlLVN. EAST. CRAWL SPACE VW EXIST. CONC. FIG. A4/ 1 #5 VERT. IN CONC. FILLED CELLS. WHERE INDICATED AT FDN. PLAN \ e5 . / /r / / \ / ` ,< CONCRETE FOOTING SEE c /`\ { \ < F10. SCHEDULE \\ \ / \ .. . \ \ ,/ 8'x12' VENTS BETWEEN TRUSSES 1 /p? 16.0.0. EL AIIL SEE PLAN AI FIN. GR. EL SEE PLAN SECTION 1 -1 SCALE: 3/4" = 1' -0" PIGGY BACK TRUSSES TO BE ANCHORED TO EAJNTERSECTING TRUSS w/ 24• LONG x 20 GA. METAL STRAP W/ 16-10d NAILS. ROOF SHEATHING SHALL BE 5/6' CDX EXTERIOR PLYWOOD W /8d NAILS 0 5' O.C. AT EDGES AND INTERMEDIATE SUPPORT PRE- B.WOOD TRUSSES 0 24' �. G. MANUFACTURER TO PR0N SHOP DWG& FOR 'S APPROVAL CUT AND REMOVE EXIST. ROCc OVERHANG NEW TB BEYOND Ex;ST. CONC. TE BEAM NEW STARTING COLUMN BEYOND UST. CBS WALL TO BE REMOVED. 4' CONC. SLAB W/ 6x6 141.4 x W1.4 ME OVER VAPOR BARRIER ON VEIL COMPACTED FILLED TO 95% PROCTOR TEST ROOF SHEATHING SHALL BE 5/8' COX EXTERIOR PLYWOOD 14/8d NAILS 0 8' 0C. AT EDGES AND INTERMEDIATE SUPPORT PRE FAB.WOOD TRUSSES 0 24' O.C. MANUFACTURER TO PRONDE SHOP DWG& FOR ENGINEER'S APPROVAL LISP TAPL 18 W/ (6) 104 THRU SEAT PLATE AND (10) 10d'S THRU STRAP TYPICAL 8' CONC. BLOCK WALL W/ 19 CA LADDER T1PE HORIL REINF. EVERY OTHER COURSE 15 VERT. REINF. 0 48' IN CONC. FILLED CELLS CLEAN & COMPACTED FU. ELEV. + O'-0• FINISH FLOOR v \O# Y SECTION 2 -2 \\;," SCALE: 3/4" = 1' -0" 3' 8' 3' /Or,- -D ROOF LO Q ZONES SCAL C7x12.25' TC OR CON. Fa CELL W/TIE DO SECTION 3- SCALE: 3/4" = 1' -0" SCALE : 3/4 NOT FRE AN E FECTI I U = G =6321 144# ONNEC.= 2 1 a SSHOWN ABOVE ARE BASED UPON NO AREA OF10SF. U =1432# G =735 CONNEC. =C U =2568# G =2246 CONNEC.= U =1538# G =13201 CONNEC.= 4' -0" ](TYP.)i' "x8" THICKENED CONC. FOOTING w/ 1 # 5 REINF. BAR CONT. " CONCRETE SLAB REIN. W/ 6 "x6 W1.4xW1.4 W.W.F. BENT 30" MIN. AROUND SLAB PERIMETER 1 --WELL COMPACTED GRANULAR FILL FOOTING DETAIL NOTE A U -742# G =449# CONNEC.=© DRILL & EPDXY NEW FOOTING REINFORCEMENT 6" INTO EXISTING FOOTING. NOTE 8 U =2568# G =2246# 1 CONNEC.= U -1432# G =735# CONNEC. =(1 U =1538# G =1320# CONNEC.=®1 PIGGYBACKS 25% COMPLIANCE NOTES NOTE: ITEMS TO COMPLY WITH ORDINACE No 9 -153 X . A) CORNERS OF BUILDING SHALL BE CHECK FOR 8) #5 11E DOWNS SHALL BE INSTALLED AT 20 FEET INTERVALS TROUGHOUT AND EACH CORNER C) EXISTING UNSTRAPPED TRUSSES (RAFTERS) SHALL BE ANCHORED TO TIE BEAM WITH NU -VUE Sc NURT -12 WITH 4-1/4" 0 x2" TAPCONS TO TB Sc 6 -16d NAILS TO TRUSSES DRILL & EPDXY NEW BEAM REINFORCEMENT 6 INTO EXISTING TIE BEAM. - , ; r . swats CONSULTANT: SHEET No. S -1 GE \ERAL. CO \STRUCTIO\ \OTES GENERAL NOTES: GENERAL CONDITIONS: THESE DROWINGS ARE NOT TO BE SCALED; USE DIMENSIONT AND INFORMATION SHOWN. PRIOR TO PROCEEDING WITH ANY WORK AND FABRICATION, THE CONTRACTOR SHALL: VERIFY AND COORDINATE WITH ANY ARCHITECTURAL DRAWINGS FOR ALL DIMENSONS SHOWN OR NOT SHOWN ON THE STRUCTURAL DRAWINGS. ANY DIMENS9IONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL FURTHER VERIFY AND CONFIRM WITH THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR RESOLUTION OF SUCH DISCREPANCY. VERIFY ALL EXISTING CONDITIONS AT THE JOB DITE, PROTECT AND MAINTAIN ALL EXISTING STRUCTURES, UTILITIES, FACILITIES AND THEIR CONTENTS. REFER TO ARCHITECTURAL AND OTHER DRAWINGS FOR ANY DEMOLITION AND ADJUSTMENT / REMOVAL OF EXISTING FENCE, ANY UNDERGROUND / OVERHEAD UTILITIES. THE CONTRACTOR SHALL BE REPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL MEMBERS, WALLS AND NONSTRUCTURAL ITEMS DURING CONSTRUCTION. REFER TO AND COORDINATE WITH THE CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITIES, OPENINGS, SLEEVES, ETC. NOT LSHOWN ON THE STRUCTURAL DRAWINGS. SLEEVE ALL PIPES THEU SLABVS INDIVIDUALLY UNLESS APPROVED BVU THE ENGINEER. WHERE PIPES OR DUCTS PENETRATE SLABS, A MAXIMUM OT TWO BARS EACH WAY MAY BU CUT PROVIDED AN EQUIVALENT AREA IS REPLACED. EMBEDMENTS OF PIPES AND CONDUITS IN CONCRETE SHALL COMPLY WITH THE REQUIREMENTRS OF THE CHAPTER SIX (6), SECTION 6.3 PF ACI -318 LATEST EDITION. FOR MOUNTING AND SECURING MECHANICAL EQIPMENT, REFER TO THE MANUFACTURER'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE JOBSITE A CURRENT APPROVED SET OF DRAWINGS. DESIGN CRITERIA THE STRUCTURAL COMPONENTS FOR THIS PROJECT HAVE BEEN DESIGNED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001, LATEST EDITION. THE FOLLOWING LOADS HAVE BEEN USED FOR THE STRUCTURAL DESIGN OF THE BUILDING: GRAVITY LOADS: SECOND FLOQR:. SUPERIMPOSED DEAD LOAF '=-20` PSF LIVE LOAD =40 PSF ROOF: DEAD LOAD =25 PSF LIVE LOAD =30 PSF WIND LOADS: IN ACCORCANCE WITH ASCE 7 -98 WITH 3 SECOND SUSTAINED WIND GUSTS. WIND VELOCITY =146 MPH WIND IMPORTANCE FACTOR= 1 EXPOSURE= C INTERNAL PRESSURE COEFFICIENTS (GCP�h)= ±0.18 ENCLOSURE CATEGORY: ENCLOSED Kd = 1 FOUNDATION SYSTEM THE FOUNDATION SYSTEM FOR THIS PROJECT CONSISTS ON CONTUNUOUS WALL FOOTING AND ISOLATED COLUM FOOTINGS, DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 3500 PSF. AS PER RECOMENDATIONS FROM GEOTECHNICAL REPORT PREPARED BY ARDAMAN & ASSOCIATES DATED MAY 4, 2004 CONCRETE SHALL BE A MIX DESIGNED IN ACCORDANCE WITH A.C.I. 301(LATEST EDITION) TO ACHIEVE A 28 —DAY COMPRESSIVE STRENGTH OF 4,000 P.S.I. AND A MAXIMUN WATER— CEMENT RATIO OF 0.60. AND A SLUMP OF 4 "+ 1". ALL CONCRETE SHALL CONTAIN AN ENGINEER — APPROVED A.S.T.M. C494 TYPE `D` ADMIXTURE (WATER— REDUCING RETARDER). CONCRETE ON EXPOSED BALCONIES, SLABS, BEAMS AND STAIRS SHALL HAVE A TOP SURFACE COATED WITH "ALKYL — ALKYOXY SILANE SEALER" OR ENGINEER — APPROVED EQUAL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WATER— CEMENT RATIO IN EXPOSED BALCONIES SHALL BE 0.40. TRANSPORTATION, PLACING, AND CURING OF CONCRETE SHALL COMPLY WITH A.C.I. 318 BUILDING CODE (LATEST EDITION). ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE CONCRETE STRENGTH TESTED IN ACCORDANCE WITH A.S.T.M. STANDARDS, SOUTH FLORIDA BUILDING CODE2001 AND ACI 318(LATEST EDITION). TEST CYLINDERS MUST BE TAKEN EVERY 50 CUBIC YARDS OF CONCRETE PRIOR TO PLACEMENT. TESTING LAB SHALL PROVIDE COPIES OF CONCRETE TESTS RESULTS TO ENGINEERS OFFICE FOR REVIEW. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO ENGINEER'S OFFICE FOR REVIEW. CONCRETE SLABS ON FILL SHALL BE PLACED ON CLEAN, NON— ORGANIC SOIL, COMPACTED TO 95% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT IN LIFTS NOT EXCEEDING 12" IN DEPTH. FILL SHALL BE THOROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE IS PLACED AS DESCRIBED BELOW. THE CONCRETE FOR ELEVATOR WALLS BELOW GRADE SHALL BE INTEGRALLY DAMP — PROOFED WITH `HYDRATITE LIQUID` OR ENGINEER — APPROVED EQUAL, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COLUMNS, BEAMS, WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PRE — MOLDED JOINT FILLER (1/2" THICK) COMPLYING WITH A.S.T.M. D1752, TYPE 1. REINFORCING IN SLABS ON FILL SHALL BE AS NOTED IN PLANS, AND PLACED IN ACCORDANCE WITH "REINFORCING STEEL" AND "WELDED WIRE FABRIC" SECTIONS OF THESE GENERAL NOTES. PROVIDE 6 MIL `VISQUEEN` VAPOR BARRIER UNDER ALL SLABS (UNLESS OTHERWISE NOTED ON PLANS). REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE, AND CONFORMING TO A.S.T.M. A615 GRADE 60. ALL ACCESSORIES SHALL HAVE UPTURNED LEGS, AND BE PLASTIC DIPPED AFTER FABRICATION. ACCESSORIES FOR REINFORCING SHALL BE INSTALLED IN ACCORDANCE WITH A.C.I. 315 CURRENT EDITION. ALL PLACEMENT OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF THE CONCRETE REINFORCING STEEL INSTITUTE. PLASTIC TIPPED COLUMN SPACERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL, SUCH THAT A 2" MINIMUM CLEARANCE IS MAINTAINED. WOOD TRUSS THE TRUSS LAYOUT SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL TO FINAL TRUSS DESIGNERS LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) AS WELL AS INDICATIONS SUCH AS TRUSS MINIMUN NUMBER OF PLYS AND /OR SIZE OF MEMBERS CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE ENGINEER OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. A MINUMUM OF FIVE SETS OF SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR FINAL INGENEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THIS DESIGN. MASONRY BLOCK UNITS SHALL CONFORM TO FLORIDA CONCRETE AND PR DUCTS ASSOCIATION SPECIFICATION "CM-1", TO A.S.T.M. C90, GRADE TYPE II, TO NCMA TR -75B AND ACI 530.1 MOISTURE CONTENT OF BLOCKS SHALL NOT EXCEED 3 %OPT TAL ABSORPTION AT THE TIME OF PLACEMENT. HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C 90, ',TYF 1 GRADE N -1 NET AREA COMPRESSIVE STRENGTH OF MANSORY WALL S LL BE F'M= 1,500 PSI NET AREA COMPRESSIVE STRENGTH 0 MANS° Y UNTIS SHALL BE 1,900 PSI, AS PER ACI 530.1 MAXIMUM LINEAR SHRINKAGE FOR BLOCK UNITS USED jOR EXT RIOR WALL SHALL NOT EXCEED 0.4% . MORTAR SHALL CONFORM TO A.S.T.M. C270, TYPE `M` (2500 PSI). STANDARD NO. 8 TRUSS DESIGN "DUR— O —WAL" OR E GINEER -;- PPROVED EQUAL SHALL BE PROVIDED EVERY 2ND BLOCK COURSE (1'— VER C LY) FOR EXTERIOR UNREINFORCED MASONRY WALLS AND LADDER TYPE F R REN1 RCED MASONRY NON —LOAD— BEARING MASONRY WALLS SHALL BE HEL CLEAR F OVERHEAD SLABS AND BEAMS UNTIL DEFLECTION DUE TO APPLIE LOi O$', ND SHORE REMOVAL ABOVE HAS OCCURRED. THEN GROUT WALL IGHT' OE OW MEMBER. AFTER UPPER WALL HAS BEEN PLACED ON SLAB OR �EAM VE, LOWER NON —LOAD BEARING MASONRY WALL SHALL BE GROUTD TIGii',i BELOW MEMBER. 14 GAUGE DOVETAIL ANCHORS (51/2" LONG) AND INSETS S EVERY 2ND BLOCK COURSE AT BLOCK— COLUMN INTER ECTI ENGINEERS OFFICE FOR REVIEW. FOR HIGH LIFT GROUTING OF MASONRY CELLS, CLEAN -OUTS S PROVIDED. ALL MASONRY WORK SHALL CONFORM TO ACI 530 /A $ 5 STANDARDS, LATEST EDITION. J 111 GROUTING OF BLOCK CELLS SHALL BE A CONTINUOUS'OPERATI NOT EXCEEDING 5 FEET. GROUT SHALL CONFORM TO A.S.T.M. C -476 SPECIFICA MIX TO ENGINEER'S OFFICE FOR REVIEW. GROUT COM TO BE 2,000 P.S.I. MINIMUM. TESTING TO BE DONE FOLLOWING A.S.T.M. C140 "SAMP IONS RESSm ING AN, CONCRETE MASONRY UNITS ". BLOCK PRISM STRENGTH f'm tQ TESTING LAB SHALL PROVIDE COPIES OF MASONRY T TS RESIJ BE USED N IN LIFTS UBMIT GROUT .STRENGTH TESTING OF E 1,500 P.S.I. ITS TO LL BE PROVIDE SPACERS AT THE TOP, INTERMEDIATE, BOTTO$1 AN i SE OF WALLLS TO KEEP VERTICAL REINFORCING CENTERED IN BLOCK CELLS. WOOD WOOD MEMBERS IN CONVENTIONAL FRAMING SHALL BE I SOUT H PINE N /s. 2 WITH A MODULUS OF ELASTICITY OF 1,600,000 P.S. l: AT „ MOISTURE CONTENT IN ACCORDANCE WITH A.LT.C. STANDARDS. TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGIN f ER RI�,GI* TERED IN 11 THE STATE OF FLORIDA FOR LOADS PER APPLICABLE UILDINQ t'ODE AND/ OR AS. SHOWN ON DRAWINGS. BRACING THE FRAME SHALL BE BUILT TRUE AND PLUMB AND T MPO R BRACING SHALL BE INTRODUCED WHEREVER NECESSARY TO TAK CAA ALL LOADS TO WHICH THIE STRUCTURE MAY BE SUBJECTED, INCLUfING , ' MENT AND OPERATION OIF SAME. SUCH BRACING SHALL BE THE',RESP ILITY OF THE GENERAL. CONTRACTOR AND SHALL BE LEFT IN PLACE \S 'ONG AS REQUIRED FOR SAFETY. PRECAST STRUCTURES MUST HAVE ERECTION BRACING TO.. SUST l IND VELOCITY OF 75 M.P.H. AND CONTRACTOR SHALL PROVIDE BRACING SHP D W►GS SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THESTATE 0', FLORIDA. SHORING FORMS AND SHORES FOR CONCRETE SLABS AND BEAMS SHALL BE DESIGNED TO WITHSTAND THE DEAD LOAD OF CONCRETE AND THE ANTICIPATED CONSTRUCTION LOADS. WHEN CASTING A SLAB, THERE SHALL BE SHORING BELOW IT CONTINUOUS TO THE GROUND. IN NO CASE SHALL SLAB, WALL, OR BOTTOM BEAM FORMS BE STRIPPED EARLIER THAN 3 DAYS AFTER PLACEMENT AND UNTIL THE COMPRESSIVE STRENGTH OF 2500 PSI HAS BEEN ATTAINED. DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING SHALL COMPLY WITH THE A.C.I. 318 BUILDING CODE (LATEST EDITION) AND BE ENTIRELY THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SHORING DRAWINGS TO BE PROVIDED BY GENERAL CONTRACTOR AND SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A36. STRUCTURAL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE B (Fy =46 KSI) CONNECTION BOLTS SHALL CONFORM TO A.S.T.M. A325 CONNECTION TYPE N ANCHOR BOLTS SHALL CONFORM TO A.S.T.M. A307. ALL BOLTS SHALL HAVE WASHERS WITHOUT EXCEPTIONS WELDING ALL WELDING TO BE DONE BY CERTIFIED WELDERS. WELDING SHALL BE MADE WITH E70XX ELECTRODES AND CONFORM TO THE CURRENT RECOMMEN— DATIONS OF THE A.I.S.C. AND THE AMERICAN WELDING SOCIETY. SHOP DRAWINGS ALL REINF. STEEL, STRUCTURAL STEEL AND PRECAST CONCRETE SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW, PRIOR TO ERECTION. SUBMIT ONE PAPER SEPIA (TO BE RETURNED) AND ONE BLUELINE PRINT. (CERTIFIED MILL TESTS ARE ALSO REQUIRED) PRECAST CONCRETE SHOP DRAWNGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 5' OF MI” KVCULEXF. '1 E5= °LANS LAVE BEEN °%1 N COHPLL4VCE Ark C2O 44D FS R QR£V'5-0Kt MI} -Z w . sF NELSO F. WALTERS= FL, P.E. _ 58207 CONSULTANT: 0 z —J 0 1— rrnn �.J Q Q -1 2 zct w � 0 ozi • 1.L G DRAWN BY: W.A. CHECKED BY: N.W. DATE DRAWN: 08 -13 -04 COMM. NO. REVISION: SI'Z'E PLAN 1/8" =-- i'-o" CU 9 • e RL GARAGE W /WALL CAP (6 11 0) DRYER EXHAUST. TERMINATE M swam 10 "X4' KITCHEN RL 4\ •►: 4 iii► ► ► ►, ► ► ► ►1 / j :, 6 " 0 • • • • • • LAN r TO ROOF 5 6"X4 » LF -1 P TO ROOF l 250CF 10"X10" 11111111111111E ii f'111111.i 11111111111111 ' 150CFM 12"X6 DINNING BEDROOM OPENTERFA h SCAPE FAMILY M tfa 200CFM 12 "X8" EXIST. ONE STORY HOUSE TO REMAIN LIVING ROOM PORCH 200CFM 12 "X8" AHU #1 12"X8 RETURN 10 " BEDROOM BEDROOM LOCATION SKE'T'CH N.T.S 6 "0 MST. BEDROOM MGCHANICAL FLOOR PLAN (1) 1/4" = 1'-o" 260CFM 10 "X10" 10"0 LANDSCAPE CONDENSATE SOAKAGE PIT (TYP.) MIN. TO THE BEST Q. IIY 10101AEDGIS THESE PLANS HAVE BEEN PREPARED a1 0C61PUJAN[E METH FBC 2001 ANO ITS REQUIREMENTS FOR NVYM2 0 z -J 0 --I Eo ® y ® ct u ® oj - (7) Lu 0C 2 DRAWN 8Y: D.F.G. CHECKED BY: D.F.G DATE DRAWN: 09 -14 -04 COMM. NO. REVISION: SHEET No. M -1 x x -----. i (---- i.r) 1 OJ LANDSCAPE Jt ci Ln w N.E. 100 th STREET NEW SLAB ON GRADE 12 11 10 9 8 7 6 5 101—ov 3 2 1 r 4 0 r 0 0 , 1g . 14 15 16 $ i $ 18 i 19 20 21 , 22 23 NE W SLAB ON GRADE ROO N E. 99th STREET LANDSCAF'E 0 e , NEW FLAT ROOF W 7 ArM or 4 re- 4 pi LANDSCAPE uu III x x Al f 0 0 0 In 1n 1 R In N.E. 99th STREET SI'Z'E PLAN 1/8" =-- i'-o" CU 9 • e RL GARAGE W /WALL CAP (6 11 0) DRYER EXHAUST. TERMINATE M swam 10 "X4' KITCHEN RL 4\ •►: 4 iii► ► ► ►, ► ► ► ►1 / j :, 6 " 0 • • • • • • LAN r TO ROOF 5 6"X4 » LF -1 P TO ROOF l 250CF 10"X10" 11111111111111E ii f'111111.i 11111111111111 ' 150CFM 12"X6 DINNING BEDROOM OPENTERFA h SCAPE FAMILY M tfa 200CFM 12 "X8" EXIST. ONE STORY HOUSE TO REMAIN LIVING ROOM PORCH 200CFM 12 "X8" AHU #1 12"X8 RETURN 10 " BEDROOM BEDROOM LOCATION SKE'T'CH N.T.S 6 "0 MST. BEDROOM MGCHANICAL FLOOR PLAN (1) 1/4" = 1'-o" 260CFM 10 "X10" 10"0 LANDSCAPE CONDENSATE SOAKAGE PIT (TYP.) MIN. TO THE BEST Q. IIY 10101AEDGIS THESE PLANS HAVE BEEN PREPARED a1 0C61PUJAN[E METH FBC 2001 ANO ITS REQUIREMENTS FOR NVYM2 0 z -J 0 --I Eo ® y ® ct u ® oj - (7) Lu 0C 2 DRAWN 8Y: D.F.G. CHECKED BY: D.F.G DATE DRAWN: 09 -14 -04 COMM. NO. REVISION: SHEET No. M -1 N.E. 100 th STREET J�', P 12 11 10 9 8 7 6 5 4, 3 2 1 r 14 15 16 $ i $ 18 i 19 20 21 , 22 23 N E. 99th STREET SI'Z'E PLAN 1/8" =-- i'-o" CU 9 • e RL GARAGE W /WALL CAP (6 11 0) DRYER EXHAUST. TERMINATE M swam 10 "X4' KITCHEN RL 4\ •►: 4 iii► ► ► ►, ► ► ► ►1 / j :, 6 " 0 • • • • • • LAN r TO ROOF 5 6"X4 » LF -1 P TO ROOF l 250CF 10"X10" 11111111111111E ii f'111111.i 11111111111111 ' 150CFM 12"X6 DINNING BEDROOM OPENTERFA h SCAPE FAMILY M tfa 200CFM 12 "X8" EXIST. ONE STORY HOUSE TO REMAIN LIVING ROOM PORCH 200CFM 12 "X8" AHU #1 12"X8 RETURN 10 " BEDROOM BEDROOM LOCATION SKE'T'CH N.T.S 6 "0 MST. BEDROOM MGCHANICAL FLOOR PLAN (1) 1/4" = 1'-o" 260CFM 10 "X10" 10"0 LANDSCAPE CONDENSATE SOAKAGE PIT (TYP.) MIN. TO THE BEST Q. IIY 10101AEDGIS THESE PLANS HAVE BEEN PREPARED a1 0C61PUJAN[E METH FBC 2001 ANO ITS REQUIREMENTS FOR NVYM2 0 z -J 0 --I Eo ® y ® ct u ® oj - (7) Lu 0C 2 DRAWN 8Y: D.F.G. CHECKED BY: D.F.G DATE DRAWN: 09 -14 -04 COMM. NO. REVISION: SHEET No. M -1 SPLIT SYSTEM SCHEDULE AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA MARK TRANE MODEL NUMBER CFM HEATER FAN SMOKE DAMPERS MARK TRANE MODEL NUMBER COMPRESSOR ELECTRICAIL MAX CU CAPACITY EER TOTAL OA KW STEP ESP AMPS VOLTS -PH -HZ NO. TONS FLA VOLTS -PH -H • FUSE TMBH SMBH AHU 060 13FA 1600 -- 7.5 1 0.8 7.00 240 -1 -60 CU TTP 048 048C100A 1 4.0 18.6 240 -1 -60 50 50.00 38.70 13.00 HVAC DESIGN REQUIREMENTS YES NO DUCT SMOKE DETECTORS X FIRE DAMPERS x SMOKE DAMPERS X FIRE RATED ENCLOSURE CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X HEATING - VENTILATING & AIR CONDITIONING NOTES AND SPECIFICATIONS 1- PROVIDE AND INSTALL A COMPLETE AIR CONDITIONING SYSTEM AS SHOW ON PLANS WITH WORKMANSHIP TO MEET OR EXCEED ALL LOCAL CITY CODES. OR F.B.C. CODES 2001 EDITION, AND INCLUDING THE LATEST EDITION OF THE FLORIDA STATE ENERGY CODE REQUIREMENTS SUPERSEDE ALL OF THE FOLLOWING. 2- ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST ISSUE OF NFPA 90A, 90B, 70 SMACNA MANUALS. 3- IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY DETAILS OF CONSTRUCTION. CONTRACTOR IS EXPECTED TO PROVIDE ALL ITEMS THAT ARE REQUIRED FOR A COMPLETE AND WORKABLE HVAC SYSTEM TO THE EXTEND TO WHICH THE PLANS INDICATE. IT IS THE CONTRACTOR RESPONSIBILITY TO FURNISH ALL NECESSARY LABOR, MATERIALS AND MISCELLANEOUS ITEMS TO PLACE ALL EQUIPMENT IN PROPER WORKING ORDER. 4- CONTRACTOR SHALL EXAM THE PLANS AND SPECIFICATIONS OF ALL TRADES FOR PARTS OF WORK. IF ANY DISCREPANCIES EXIST BETWEEN DRAWINGS FOR HIS WORK AND OR WORK OF OTHER TRADES, HE SHALL REPORT SUCH DISCREPANCIES TO THE ENGINEER AND OBTAIN WRITTEN INSTRUCTION FOR ANY CHANGES IN WORK COVERED BY THESE PLANS AND SPECIFICATIONS. NEGLECT OR FAILURE OF CONTRACTOR TO REPORT SUCH DISCREPANCIES TO THE ENGINEER PRIOR TO BIDDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5- CONTRACTOR SHALL PROVIDE ALL FEES, PERMITS AND INSURANCE AND SUBMIT TO THE OWNER AN UNCONDITIONAL WRITTEN GUARANTEE FOR THE REPAIR OR REPLACEMENT OF DEFECTIVE WORKMANSHIP AND MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE BY THE OWNER. 6- CONTRACTOR SHALL SUBMIT TO THE OWNER THE FOLLOWING SHOP DRAWINGS AND PRODUCT DATA PRIOR TO ORDERING OR COMMENCING WITH THE WORK: A- DUCT MATERIALS AND ACCESSORIES 8- DIFFUSERS, GRILLS AND REGISTERS. C- FIRE DAMPERS. D- ALL EQUIPMENT SUCH AS A.H.U., C.U., FANS, VAV'S, THERMOSTATS ETC. 7- THE FIVE YEAR FACTORY WARRANTY OF THE COMPRESSOR MOTORS SHALL BE FILLED OUT IN THE NAME OF THE OWNER. THIS CONTRACTOR SHALL ALSO FURNISH TO THE OWNER ALL CERTIFICATES OF FINAL INSPECTIONS AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. THE INSTALLATION ACCEPTANCE FORMAT WHICH ACCOMPANIES THE EQUIPMENT FROM THE FACTORY SHALL BE FILLED OUT AND FURNISHED TO THE OWNER. 8- THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING THE NECESSARY CONDENSATE DRAIN LINE FROM THE APPARATUS TO THE EXTERIOR OF THE BUILDING WHETHER SHOWN ON PLANS. UTILIZE PVC OR COPPER MATERIAL DEPENDING THE CEILING FIRE RATING OR THE USE OF A RETURN AIR PLENUM, CONSULT LOCAL CODE REQUIREMENTS. CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH FIRE RESISTIVE 3/4" THICK FOAM PLASTIC INSULATION. 9- WHERE CALLED FOR ON PLANS OR THE USE OF FIBERGLASS IS APPROVED BY LOCAL CODE REQUIREMENTS, FIBERGLASS DUCT SHALL BE 1 1/2 THICK RIGID FIBROUS GLASS WITH ALUMINUM FOIL. GLASS SCRIM AND DRAFT OR PLASTIC JACKET VAPOR BARRIER. THE "K" VALUE OF THE DUCT SHALL BE 0.23 BTU /IN /SQ. FT. /DEG F /HR. MINIMUM RATING AT 75 DEGREES. R -8 MIN. 10- EXHAUST DUCTS SHALL BE GALVANIZED STEEL LOCK FORMING QUALITY, HAVING ZINC COATING OF 1.25 OUNCES PER SQUIRE FOOT FOR EACH SIDE. 11- REFRIGERANT LIQUID LINES BELOW 5/8" 0.D. SIZE TO BE ACR TYPE L. SOFT COPPER LIQUID LINES 5/8" 0.1). mD. LARGER AND ALL SUCTION LINES SHALL BE ACR TYPE L HARD COPPER, 16% SILFLOS TO BE USE FOR WELDING OF REFRIGERANT PIPING ALL SUCTION LINES TO BE INSULATED WITH A MINIMUM 1/2 THICK ARMAFLEX OR EQUAL ROUGH -IN AND PRESSURE TEST ALL REFRIGERANT LINES WITH A 75 PSI PRESSURE, PRIOR TO CLOSING OFF THE REFRIGERANT LINES TO HOLD CHARGE FOR A MINIMUM OF 24 HOURS SIZE OF REFRIGERANT LINES TO BE AS PER MANUFACTURER RECOMMENDATIONS FOR THE ACTUAL LENGTH OF PIPE. 12- CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS BEFORE BIDDING THE PROJECT, FAILURE TO DO WILL RESULT THAT NECESSARY FIELD MODIFICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13 -ALL EQUIPMENT SUPPORTS SHOWN ON PLANS ARE DIAGRAMMATIC AND REQUIRE APPROVAL OF ARCHITECTS, STRUCTURAL ENGINEER AND EQUIPMENT MANUFACTURER PRIOR TO HANGING. 14- CONTRACTOR TO VERIFY WITH THE ARCHITECT OF RECORD THE CEILING /FLOOR FIRE RATING TO DETERMINE REQUIREMENTS FOR FIRE DAMPERS, BEFORE BEGINNING WORK. 15- THERMOSTAT TO BE MANUFACTURED BY HONEYWELL OR EQ. THERMOSTAT LOCATION TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 18-A/C CONTRACTOR TO VERIFY WITH ARCHITECT THE UNITS EER RATING REQUIRED BASED ON FLORIDA ENERGY CODE COMPLIANCE 17 -AIR BALANCE: THIS CONTRACTOR SHALL PROVIDE AIR RETURN BALANCE AS PER FBC 801.4. A 1" UNDER CUT DOOR MUST BE PROVIDED IN EVERY ROOM THAT NEED RETURN. 'i \ //. PITCH= 1 /8 " /FT REFRIGERANT LINES 6" PVC PIPE CONCRETE SLAB PIPE SUPPORT e $ U,. - y \ j \ j \ j \ j \ j o �� o // ° a .6 \ / \ / \ / \/\ / / / / ,. . ° °� b y \ / \ / \ / \ �j \ % \ \� \ \% o : �° o °o oh • P �• . • \ \\ \\ \\ \ / w ° °. • ° c / / \ � / / \ / / \ / / , i r o ° o° ° ° • . \\ \\ \\ //, v,/ / ,/ s/ \ \ / / / \ / / \ \ / \ \/ \ ll CRUSHED R, \ \ \ \C CRETE BOX \\ \ ,\ \ \�^ \ ' / \� /.\ / / / \ TYPICAL UNDERGROUND PIPE CHASE NTS MARK EF -1 125 CFM C C EF -1 LZI � AAmu 8" o 1" U.0 O- -- -- RL - -- -o F-A1- -- R/A HVAC SYMBOLS MODEL NUMBER GREENHECK SP -6 ALUM. WEATHER CAP BIRDSCREEN 22 GA. COLLAR, SOLDER TO DUCT SUPPLY AIR DIFFUSER EXHAUST FAN FIBERGLASS A/C DUCT FLEXIBLE A/C DUCT THERMOSTAT, INSTALL 48" A.F.F. MEANS: 1" UNDERCUT DOOR R/A RETURN THRU LOUVERED DOOR INTERLOCK CONTROL OF EACH EXHAUST FAN TO LIGHT SWITCHES EACH BATHROOM. TERMINATE W /GOOSNECK & INSERT SCREEN. INSTALL 6"� DUCT. CFM 86 ESP 0.125 BATH EXHAUST AMPS 0.80 A ELECTRICAL VOLTS -PH -HZ 120 -1 -80 1.- PROVIDE THERMOSTAT WITH SUB -BASE. 2.- PROVIDE SOLENOID VALVES, ACCUMULATORS AND OTHER ACCESSORIES RECOMMENDED BY MFGR. FOR PROPER OPERATION. 3.- APPROVED EQUAL MANUFACTURERS ARE ACCEPTABLE. 4.- PROVIDE ACRYLIC COATING ON ALL PARTS OF AHU'S AND CU'S INCLUDING COILS AND FINS. 18" MIN. N.T.S. (BATH EXH. DUCT TERMINATION) 1 INSULATION NOTE:I PROVIDE MINIMUM INSULATION OF R -3 IN WALLS R -19 IN CEILING. REFRIGERATION LINES. PROVIDE "L" COPPER LINES FOR REFRIGERANT. PROVIDE 6" PVC SCH -40 SLEEVE. PROVIDE A MIN. OF 3/4" PERMAFLEX INSULATION ON GAS LINE. MIN. 0.D. OF GAS LINE TO BE 1 -1/8" MIN. 0.D. OF LIQUID LINE TO BE 3/8 ". FAN SCHEDULE DRIVE SLAB DIRECT 1. PROVIDE FACTORY PRE - FABRICATED SOUND ATTENUATION ROOF CURB 2. PROVIDE DISCONNECT SWITCH 3. PROVIDE FAN SPEED CONTROLLER MOUNTED ON UNIT CASING 4. BACKDRAFT DAMPER INSULATION 4 "0 BATH EXH. DUCT RPM 1,500 TIP SP 4P MAX 5 FT. SPACING BETW. SUPPORT GAL. METAL STRAP SUPPORT W /METAL SCREW LOW VELOCITY FLEXIBLE DUCT R -6 INS. MIN. FLEXIBLE DUCT SUPPORT DETAIL N.T.S. SONES 3.4 REMARKS 2,3,4 1- 1/2"X22 GAUGE METAL STRAP ANCHORD TO SLAB W /SPAINSION ANCH. ® OFT. MAX. TEST AND BALANCE NOTE: 1. THIS CONTRACTOR SHALL PROVIDE A INDEPENDENT TEST AND BALANCE WHERE INDICATED ON THIS DRAWING TO ASSURE THE REQUIRED AMOUNT OF "CFM" ARE PROVIDED AND NOTIFY OF ANY CONFLICT TO REACH THE AMOUNT OF CFM" REQUIRED. SPECIAL NOTE: 1. - MAXIMUM LENGTH ON DRYER DUCTS TO BE 2£5' W/ 2 ELBOWS MAXIMUM. 2.- PROVIDE 4" CLEARANCE IN ALL AHU ENCLOSUIRES. TYPICAL TURNING VANE ON ALL ELBOWS CORNER ANGLE TYPICAL FIBERGLASS DUCT ELBOW TURNING VANE DETAIL, N. T.S. CLOSER MAXIMUM INTERVALS MAY BB SPECIFIED AS A CONDITION 01/ U.L LISTING. PARTICULARLY IN FIRE RATED FLOOR - CEILING ASSEMBLIES. STRAP HANGERS HANGER STRAPS HANGERS 'ORS bUCTS rrr APEZE HANGERS FLEXIBLE DUCT SU P (41 3 i DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECf0N BEFORE BENDING. 1444, FLEXIBLE DUCT INSTALLATION STANDARDS 1. Unless otherwise designated, the term "flexible air duct* is used for all ducts classified by UL as either flexible air ducts or flexible connectors. 2. These provisions apply to ducts used for indoor comfort heating, ventilating, and air conditioning service. They do not apply to service for conveying particulates, corrosive fumes and vapors, high temperature air, corrosive or contaminated atmosphere, etc. 3. It is presumed that project specifications define the specific materials, pressure limits, velocity limits, friction rate, thermal conductivity, acoustical ratings, and other attributes. 4. When ducts must conform to NFPA Standard 90A or 90B, flexible ducts must be tested in accordance with Underwriters Laboratory's Standard for Factory made Duct Materials, UL -181, and must be installed in accordance with the conditions of their UL listing. Separate installation limitations for flexible connectors and flexible ducts are identified in NFPA Standard 90A. By UL Standard 181, a flexible connector is defined as . a flexible air duct not having certain flame penetration, puncture, and impact tests. 5. The minimum Length of flexible duct should be used. 8. Bends shall be made with not less than 1 duct diameter centerline radius. Ducts should extend a few inches beyond the end of a sheet metal connection before bending. Ducts should not be compressed. 7. Ducts shall be located away from hot equipment such as furnaces and steam pipes to avoid excess temperature exposure. 8. Illustrations of accessories, sleeves, and collars are representative of classes of items. The use of components not precisely identical to these is acceptable. 9. If the application guidelines dictated by the flexible duct manufacturer are more stringent than the specifications in this manual, those of the manufacturer shall govern. SPECIFICATION FOR SUPPORTING FLEXIBLE DUCT 1. Flexible duct shall be supported at the manufacturer's recommended intervals but at least every 5' (1.5m). Maximum permissible sag is a 1/2 inch per foot (41.7 mmfm) of spacing between supports. A connection to another duct or to equipment is considered a support point. 2. Hanger or saddle material in contact with the flexible duct shall be wide enough so that it does not reduce the internal diameter of the duct when the supported section rests on the hanger or saddle material. In no case will the material contacting the flexible duct be less than I" wide. Narrower hanger material may be used in conjunction with a sheet metal saddle that meets this specification. This saddle must cover one -half the circumference of the outside diameter of the flexible duct and fit neatly around the lower half of the duct's outer circumference. 3. Factory- installed suspension systems that are integral to the flexible duct are acceptable for hanging when the manufacturer's recommended procedures are followed. 4. Hangers shall be adequately attached to the building structure. 5. To avoid tearing the vapor barrier, do not support the entire weight of the flexible duct on anyone hanger during installation. Avoid contacting the flexible duct with sharp edges of the hanger material. Damage to the vapor barrier may be repaired with approved tape. If the internal core is penetrated, replace the flexible duct or treat the tear as a connection. 8. Terminal devices connected by flexible duct shall be supported independently of the flexible duct. PROVIDE & INSTALL 2 -1/8" STAINLESS STEEL CABLE AROUND CU UNIT. 6" MIN. CONDENSED UNIT CONDENSING UNIT MOUNTING DETAIL N.T.S. FJANICAL NOTES DETt1ILS AND SCHEDULE CONDENSING UNIT BOLTED TO CONCRETE PAD TO WITHSTAND 160 MPH HURRICANE FORCE WINDS ISOMODE PAD. AT EACH CORNER OF UNIT SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. STRAP ANCHORED TO PAD & CU W /1/4" ANCHOR BOLT EA. STRAP 2 EMBEDMENT 6" CONCRETE PAD TO TM BEST O/ MY KN011 EDOE THE% PLANS HAVE DI MIPLIARCE WIN F 2001 AND ITS REW RICID tT3 FOR NVMht 0 z 0 � Eo ct P v) Q a 5 w c c DRAWN BY: D.F.G. CHECKED BY: D.F.G DATE DRAWN: 09 -14 -04 COMM. NO. REVISION: SHEET No. M -2 x 1 LANDSC 10 /_ 1 " a SITE PLAN 1/8" -= i'-o" LANDSCAPE NEW SLAB ON GRADE NEW FLAT ROOF N.E. 99th STREET to (u NEW SLAB ON GRADE NE ROO 10 1_ 0 " LANDSCAPE N.E. 100 th STREET N E. 99th STREET .- ..111W lillil O Hif I r 11111 =� ■,,,,- ' VIII p it_ � / 1 . ■ ■■/ =Muni 2E3111131 iiiiiii� "' VINO 11I1 k Emma MST. BEDROOM FAN TYPE JUNCTION 130X WITH KEYLESS LIGHT CU METER LANDSCAP ELEC`T'RICAL FLOOR PLAN El) 1/4" i'-o" LQCATION SKETCH N.T.S LANDSCAPE TO nK BEST Of MY 10404ED0E 1t*E51 PLANS HAVE BEEN PREPARED BI 0014PLIAHI'8 MM1H F80 2001 AHD ITS REQUIREMENTS FM HYPIi1 Z Zta Eo 0 ® E! ■ W a 06 V 5 ■ uj O DRAWN BY: D.F.G. CHECKED BY: D.F.G DATE DRAWN: 49 -04 REVISION: COMM. NO. SHEET No. E1 TYPE: SERVICE: VOLTAGE: MOUNTING: SQUARE "D" LOAD CALCULATIONS TOTAL AREA 2,050 SF PANEL B MAIN BUS: NEUTRAL: MAIN: LOCATION: 125 MAN 10. 3W F/N 100 GARAGE 120/240 V, 22 KAIC NEMA 1 FLUSH LIGHTING LOAD i 0.0KW ® 100X: DER 28.05 KVA ® 40X: TOTAL K /VOLT AMP POLE TRIP CONDUIT WI E R 3 COMPUTED LOAD KS CKT. NO PS. SERVICE LOAD err. NO REMARKS WIRE CONDUIT TRIP POLE K /VOLT AMPS. 12.5 2 80 1" f AO ' � ti 11/ 10.00 Klf HEATER 1 2 CU X10 1" 30 2 8.25 3 4 1.08 1 15 1/2" #k4 _ R ECr ACLEB 5 8 LIGHT #14 1/2" 15 i LOS 1.08 1 15 1/2" #44 R E ACLES AFCI • 7 8 LIGHT AFC• #14 1/2" 15 1 1.08 1.00 1 -- -- - S.440 ; 9 10 BATH GFCI #12 1/2" 20 1 1.00 - -- 1 -- -- - 5'44 11 12 SPACE -- -- -- 1 15.74 TOTAL AFCI (ARC -I: UL r TOTAL CONNECTED TOTAL CONNECTED BEAKER LOAD: 25.15 KVA LOAD WITHOUT CU: 18.90 KVA TOTAL 9.41 * PROVIDE TOTAL CONNECTED AMPS =79 AMPS. 3 ELECTRICAL NOTES: PART 1 - GENERAL: 1.- THE GENERAL AND [REMENTS OF THE CONTRACT AND SPECIFICATION AS WELL AS PLANS AND SPECIFICATIONS OF OTHER DISCIPLINES AND TRADES SHALL APPLY AND BE PART OF THE WORK HEREBY SPECIFIED. THESE SPECIFI- CATION AND THE ACCOMPANYING PLANS ARE INTENDED TO PROVIDE FOR THE COMPLETE FURNISHING AND INSTALLATION OF THE ELECTRICAL SYSTEMS. 2.- COMPLIANCE: WORICMANSHIP, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE LATEST C. 680),FBC, NFPA, NEMA, IEEE; OTHER APPLICABLE NATIONAL STATE & LOCAL CODES AND PERTAINING REGULATIONS ESTABLISHED BY AUTHORITIES HAVING JURISDICTION, AND SHALL MEET THE REQUIREMENTS OF OTHER RECOGNIZED STANDARDS WHERE "PART 1 - GENERAL" THE REQUIREMENTS ARE MORE STRINGENT THAN THOSE CITED ABOVE. 3.- WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS MANNER AND SHALL BE COMPLETED AND FULLY OPERATIVE TO THE ACCEPTANCE OF THE ARCHITECT /ENGINEER. 4.- MATERIALS_ CONTRACTOR SHALL PROVIDE ALL NEW MATERIALS, BEARING THE UNDER- WRITER'S LABORATORY (UL) LABEL AS APPLICABLE. MATERIALS SHALL BE ACCEPTABLE AND ABOVE STANDARD QUALITY NORMALLY USED FOR THE PURPOSE AS CALLED FOR ON PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DELIVERY SCHEDULES OF MATERIALS. 5.- DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE EQUIPMENT LOCATIONS AND ARRANGEMENTS, NOT TO SHOW EVERY MINOR DETAIL; PLANS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION AND DIMENSIONS. PROVIDE ALL OFFSETS, FITTINGS AND ACCESSORIES REQUIRED FOR A COMPLETE, ACCEPTABLE, WORKING INSTALLATION. 6.- SUPPLEMENTAL MATERIALS OR MANUFACTURED PRODUCTS NECESSARY TO COMPLY WITH THE INTENT OF THE CONTRACT DRAWINGS OR SPECIFICATIONS, BUT NOT NOTED OR SPECIFIED ON THESE SECTIONS, SHALL BE PROVIDED AS REQUIRED TO COMPLETE THE INATALLATION AT NOT ADDITIONAL COST TO THE OWNER. 7 - EXISTING CONDITION: CONTRACTOR SHALL VISIT THE 3013 SITE AND ASCERTAIN ALL EXISTING CONDITIONS, WHICH WILL AFFECT HIS WORK. FAILURE TO DO SO WILL NOT BE ACCEPTED AS A REASON FOR REQUESTING EXTRA PAY WHERE THE EXISTING CONDITIONS RESULT IN EXTRA MATERIAL OR LABOR. ANY EXISTING CONDITION FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT THE WORK SHALL IMMEDIA- TELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 8 - PERMITS: CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES. TAXES, INSPECTION, TESTS, FINES AND OTHER ITEMS AS REQUIRED FOR THE INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM AS OUTLINED HERE IN AND SHOWN ON PLANS. PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 9 - INTERFERENCE: PLANS ARE GENERALLY DIAGRAMMATIC AND THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES, SO THAT INTERFERENCES WITH EXISTING CONDITIONS, CONDUITS, PIPING, EQUIPMENT, ARCHITECTURAL. STRUCTURAL AND WORK WITH OTHER TRADES WILL BE AVOIDED. PART 2 - PRODUCTS: 1 - DISCONNECT SWITCHES FOR POOL AREA SHALL BE QUICK -MADE, QUICK -BRAKE ACTION, LOCKABLE TYPE PER "NEC 680 -12 ". 2 - CONDUCTORS SHALL BE THW . THWN SOFT -DRAWN 98% CONDUCTIVITY COPPER INSTALLED IN CONDUIT, COLOR CODED PER "NEC" AND TRADE STANDARDS. MINIMUM SIZE SHALL BE 12 FOR POWER WIRING AND #14 FOR CONTROL CIRCUITS. PROVIDE #1.1 WIRES FOR 120V POWER CIRCUT1 HOMERUNS LONGER THAN 100 FEET. ASIDE FROM THE PANELBQARD GUTTER, CONDUCTORS ON THE LOAD SIDE OF A GFCI MUST NOT 13E USED IN ANY RACEWAY OR OTHER ENCLOSURE CONTAINING CONDUCTORS THAT ARE NOT GFCI - PROTECTED. 3 - CONDUIT SHALL BE "RGS" OR "IMC" HOT- DIPPED GALVANIZED FOR ALL EXTERIOR LOCATIONS, WHERE EXPOSED TO PHYSICAL DAMAGE. ALL FITTING SHALL BE STEEL. "PVC" SCHEDULE 40 SHALL BE USED WHERE CONDUIT IS RUN IN CONCRETE SLABS; "PVC" MAY BE RUN UNDERGROUND WHERE BURIED 18" BELOW FINISHED GRADE, 24" UNDER VEHICULAR TRAFFIC AREAS. GREENFIELD TYPE FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR MOTORS AND VIBRATING EQUIPMENT CONNECTIONS, NOT TO EXCEED 18 "; PROVIDE "PVC" JACKETED TYPE FOR EXTERIOR AND /OR MOISTURE EXPOSED LOCATIONS. FOR UNDERWATER LIGHTING FIXTURES AS PER NEC 680 -20. 4 - CONNECT ALL SMOKE DETECTORS AHEAD OF SWITCHES THRU BATHROOMS OR KITCHEN CIRCUIT. SMOKE DETECTORS SHALL OPERATE AT 120V AND HAVE BATTERY BACK -UP. 5 - THIS CONTRACTOR SHALL COORDINATE WITH FP &L THE CONNECTION FOR THIS SERVICE AND REVISE INTERRUPTING CAPACITY AVAILABLE PRIOR INSTALLATION OF ALL DISCONNECTING DEVISES, AND INCREASE THE INTERRUPTING CAPACITY IN PANELS AND DISCONNECTING DEVISES IF REQUIRED. PART 3 - EXECUTION: 1 - CONDUIT RUNS, RACEWAYS AND PIPING SHALL BE CONCEALED IN WALLS, CEILINGS, SLABS AND PARTITIONS; NO RACEWAYS SHALL BE EXPOSED WITHIN INTERIOR SPACES EXCEPT FOR OPEN CEILING AREAS. 2 - GROUNDING AND BONDING SHALL COMPLY WITH "NEC 250, 680 -24 & 25 ". ALL METALLIC RACEWAYS SHALL BE GROUNDED AND BONDED PER "NEC 250 ". NON- METALLIC RACEWAYS SHALL BE PROVIDED WITH A GROUNDING CONDUCTOR SIZED PER "NEC 250 -95 ". PROVIDE 1 #8 SOLID BOUNDING CONDUCTOR TO CONNECT ALL METAL PARTS AT THE POOL SUCH AS POOL REINFORCE STEEL, METAL JB'S, PUMP MOTORS, METAL CONDUITS, LIGHTING FIXTURES, METAL SHIELD PRIMARY AND SECONDARY WINDING OF POOL TRANSFORMERS, POOL STAIRS, ETC. TO COMPLY WITH 1996 NEC CODE SECTION 680 -22. - MOTORS, TRANSFORMERS AND MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH GREENFIELD MOTORS TRANSFORMERS AND MECHANICAL EQUIPMENT FOR THE U POOL N A D ND JACUZZI CONDITIONS. 'NEC 650 -42 . 4 - OUTLETS AND ANY OTHER EQUIPMENT INSTALLED IN POOL AREA SHALL BE INSTALL AT A MINNIMUN DISTANCE OF 10' -0" FROM POOL'S EDGE OR AS PER 1999 NEC CODE SECTION 680. 5 - KAIC NOTE: THIS CONTRACTOR SHALL COORDINATE WITH FPL THE KAIC AVAILABBLE AND INCREASE OR DECREASE THE KAIC ACCORDENLY. $M $3W TT DIMMER SWITCH, SINGLE POLE. ( +48" AFF UNLESS OTHERWISE NOTED.) LOAD AS PER CIRCUIT LOAD, DO NOT OVERLOAD DIMMER OVER 80% OF DIMMER RATED CAPACITY. GROUNDED TYPE DUPLEX RECEPTACLE, WALL. ( +18" AFF UNLESS OTHERWISE NOTED.) LETTER "D" DESIGNATION MEANS DEDICATED; LATTER "I" DESIGNATION MEANS ISOLATED GROUND. 0 JUNCTION BOX. INSTALL FAN TYPE JUNCTION 130X (FOR 50 LBS) IN ALL FANS. TELEPHONE OUTLET, WALL. ( +18" AFF) T.V. OUTLET CABLE - - - CONDUIT CONCEALED IN OR UNDER FLOOR SLABS. CONDUIT CONCEALED ABOVE CEILING OR IN WALL. PANEL e ECB K> O ELECTRICAL LEGEND 120 V TOGGLE SWITCH, SINGLE POLE, ( +48" AFF UNLESS OTHERWISE NOTED). VOLTAGE AS PER CIRCUIT DESIGNATION. LETTER "M" INDICATE MOTORIZED RATED. 120 V THREE WAY TOGGLE SWITCH, SINGLE POLE. ( +48" AFF UNLESS OTHERWISE NOTED). VOLTAGE AS PER CIRCUIT DESIGNATION. GROUNDED TYPE DUPLEX RECEPTACLE, WALL. ( +4" ABOVE COUNTER UNLESS OTHERWISE NOTED.) LETTER "D" DESIGNATION MEANS DEDICATED; LATTER "I" DESIGNATION MEANS ISOLATED GROUND. {' DISCONNECT SWITCH. 2 POLES, 240V ENCLOSED CIRCUIT BREAKER GROUND CONNECTION. �. ELECTRIC MOTOR CONNECTION. WALL SCONCE (TO BE SELECTED) DOWN LIGHT (TO BE SELECTED) UNDER CABINETS 2' FLUORESCENT LAMP. DELUXE SECURITY FLOOD LIGHTS STD. SURF. MID. FIXT. KITCHEN OR BATHROOM LIGHT SWITCH SMOKE DETECTOR 120V NOTE ; SMOKE DETECTOR SHALL BE HARDWIRE (110 VOLT TYPE) TO A NON - SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED AS SHOWN IN PARALLEL SMOKE DETECTOR CONNECTION DETAIL., SCALE : N.T.S. ELECTRICAL COTES, DETAILS AND PANEL N.T.S SMOKE DETECTOR NOTE: ALL SMOKE DETECTORS SHALL BE 110V WITH BATTETY BA(CK UP AND INTERCONNECTED FROM KITCHEN OR BATH LIGHTING CIIRCUIT AHEAD OF ALL SWITCHES. SMOKE DETECTORS MAY BE WITHIN 20FT OF A COOKING APPLIANCE AND NOT CLOSER THAN 3Fr FROM THE DOOR TO BATHROOM, WASHER/DRYER, KITCHEN AND A /C. THE ACTIVATION 0)F ANY SMOKE DETECTOR SHALL ACTIVATE THE OTHERS. ELECTRICAL OUTLETS ON FIRE RATED PARTITIONS SHALL BE POSITIONED SO THEY ARE NOT BACK -TO -BACK. OUTLETS INSTALL WITH A MINIMUM DISTANCE OF 24" BETWEEN EACH BOX. METER • /fr- ( 3 #1/0 THWW IN 1 1 /2 "C.1 METALLIC WATER PIPE GROUND a/0 - 4-t - ELECTRICAL RISER N.T.S 3 #1 THWW IN 1 1 /4 "C.F. PANEL D" TO THE BEST 0I MY KN01riEDGE THESE PLANS HAVE BEEN PREPARED 1/1 COWL/AMC MTN me 2001 AND ITS REQUIREMENTS FOR HW*iZ 0 z -m-� 0 0 O ct P VJ z U a 0 6 vJ . U ft DRAWN BY: D.F.G. CHECKED BY: D.F.G DATE DRAWN: 09 -14 -04 COMM. NO. REVISION: SHEET No. E -2 ''''' ::', , N , ..., , ENGINEERING SERVIC,ES , ,, c a. ELM. ,7' :: , : : : i p i lm ic „ : „ ' " - ,,,, r (305)444-8607 : - - ., 1112 laili '''' . • • • :7i PHONE: 305-491-2876 933 NE 99 ST. MIAMI SHORES, FL. LOAD CALCULATIONS TOTAL AREA 2,050 SF j DESCRIPTION LOAD GEN SM • DRY: COO OVE DISH LAU WAT REF GAR : ' • LIGHTING (2,050 X3) 44 1- • E ' W ATER (1) 1 O ' TOR DISPOSAL ��x�xxx�xx�C 00000000 020.10 GEN FI R LIGHTING LOAD i 0.0KW ® 100X: DER 28.05 KVA ® 40X: TOTAL 38.05 KVA 10.00 KVA 11.22 KVA 21.22 KVA 1 /C UNITS ( ® 125 %) 12.60 KVA 3 COMPUTED LOAD 33.72 KVA 1 TOTAL PS. SERVICE LOAD 140 AMPS. 3 ELECTRICAL NOTES: PART 1 - GENERAL: 1.- THE GENERAL AND [REMENTS OF THE CONTRACT AND SPECIFICATION AS WELL AS PLANS AND SPECIFICATIONS OF OTHER DISCIPLINES AND TRADES SHALL APPLY AND BE PART OF THE WORK HEREBY SPECIFIED. THESE SPECIFI- CATION AND THE ACCOMPANYING PLANS ARE INTENDED TO PROVIDE FOR THE COMPLETE FURNISHING AND INSTALLATION OF THE ELECTRICAL SYSTEMS. 2.- COMPLIANCE: WORICMANSHIP, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE LATEST C. 680),FBC, NFPA, NEMA, IEEE; OTHER APPLICABLE NATIONAL STATE & LOCAL CODES AND PERTAINING REGULATIONS ESTABLISHED BY AUTHORITIES HAVING JURISDICTION, AND SHALL MEET THE REQUIREMENTS OF OTHER RECOGNIZED STANDARDS WHERE "PART 1 - GENERAL" THE REQUIREMENTS ARE MORE STRINGENT THAN THOSE CITED ABOVE. 3.- WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS MANNER AND SHALL BE COMPLETED AND FULLY OPERATIVE TO THE ACCEPTANCE OF THE ARCHITECT /ENGINEER. 4.- MATERIALS_ CONTRACTOR SHALL PROVIDE ALL NEW MATERIALS, BEARING THE UNDER- WRITER'S LABORATORY (UL) LABEL AS APPLICABLE. MATERIALS SHALL BE ACCEPTABLE AND ABOVE STANDARD QUALITY NORMALLY USED FOR THE PURPOSE AS CALLED FOR ON PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DELIVERY SCHEDULES OF MATERIALS. 5.- DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE EQUIPMENT LOCATIONS AND ARRANGEMENTS, NOT TO SHOW EVERY MINOR DETAIL; PLANS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION AND DIMENSIONS. PROVIDE ALL OFFSETS, FITTINGS AND ACCESSORIES REQUIRED FOR A COMPLETE, ACCEPTABLE, WORKING INSTALLATION. 6.- SUPPLEMENTAL MATERIALS OR MANUFACTURED PRODUCTS NECESSARY TO COMPLY WITH THE INTENT OF THE CONTRACT DRAWINGS OR SPECIFICATIONS, BUT NOT NOTED OR SPECIFIED ON THESE SECTIONS, SHALL BE PROVIDED AS REQUIRED TO COMPLETE THE INATALLATION AT NOT ADDITIONAL COST TO THE OWNER. 7 - EXISTING CONDITION: CONTRACTOR SHALL VISIT THE 3013 SITE AND ASCERTAIN ALL EXISTING CONDITIONS, WHICH WILL AFFECT HIS WORK. FAILURE TO DO SO WILL NOT BE ACCEPTED AS A REASON FOR REQUESTING EXTRA PAY WHERE THE EXISTING CONDITIONS RESULT IN EXTRA MATERIAL OR LABOR. ANY EXISTING CONDITION FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT THE WORK SHALL IMMEDIA- TELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 8 - PERMITS: CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES. TAXES, INSPECTION, TESTS, FINES AND OTHER ITEMS AS REQUIRED FOR THE INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM AS OUTLINED HERE IN AND SHOWN ON PLANS. PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 9 - INTERFERENCE: PLANS ARE GENERALLY DIAGRAMMATIC AND THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES, SO THAT INTERFERENCES WITH EXISTING CONDITIONS, CONDUITS, PIPING, EQUIPMENT, ARCHITECTURAL. STRUCTURAL AND WORK WITH OTHER TRADES WILL BE AVOIDED. PART 2 - PRODUCTS: 1 - DISCONNECT SWITCHES FOR POOL AREA SHALL BE QUICK -MADE, QUICK -BRAKE ACTION, LOCKABLE TYPE PER "NEC 680 -12 ". 2 - CONDUCTORS SHALL BE THW . THWN SOFT -DRAWN 98% CONDUCTIVITY COPPER INSTALLED IN CONDUIT, COLOR CODED PER "NEC" AND TRADE STANDARDS. MINIMUM SIZE SHALL BE 12 FOR POWER WIRING AND #14 FOR CONTROL CIRCUITS. PROVIDE #1.1 WIRES FOR 120V POWER CIRCUT1 HOMERUNS LONGER THAN 100 FEET. ASIDE FROM THE PANELBQARD GUTTER, CONDUCTORS ON THE LOAD SIDE OF A GFCI MUST NOT 13E USED IN ANY RACEWAY OR OTHER ENCLOSURE CONTAINING CONDUCTORS THAT ARE NOT GFCI - PROTECTED. 3 - CONDUIT SHALL BE "RGS" OR "IMC" HOT- DIPPED GALVANIZED FOR ALL EXTERIOR LOCATIONS, WHERE EXPOSED TO PHYSICAL DAMAGE. ALL FITTING SHALL BE STEEL. "PVC" SCHEDULE 40 SHALL BE USED WHERE CONDUIT IS RUN IN CONCRETE SLABS; "PVC" MAY BE RUN UNDERGROUND WHERE BURIED 18" BELOW FINISHED GRADE, 24" UNDER VEHICULAR TRAFFIC AREAS. GREENFIELD TYPE FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR MOTORS AND VIBRATING EQUIPMENT CONNECTIONS, NOT TO EXCEED 18 "; PROVIDE "PVC" JACKETED TYPE FOR EXTERIOR AND /OR MOISTURE EXPOSED LOCATIONS. FOR UNDERWATER LIGHTING FIXTURES AS PER NEC 680 -20. 4 - CONNECT ALL SMOKE DETECTORS AHEAD OF SWITCHES THRU BATHROOMS OR KITCHEN CIRCUIT. SMOKE DETECTORS SHALL OPERATE AT 120V AND HAVE BATTERY BACK -UP. 5 - THIS CONTRACTOR SHALL COORDINATE WITH FP &L THE CONNECTION FOR THIS SERVICE AND REVISE INTERRUPTING CAPACITY AVAILABLE PRIOR INSTALLATION OF ALL DISCONNECTING DEVISES, AND INCREASE THE INTERRUPTING CAPACITY IN PANELS AND DISCONNECTING DEVISES IF REQUIRED. PART 3 - EXECUTION: 1 - CONDUIT RUNS, RACEWAYS AND PIPING SHALL BE CONCEALED IN WALLS, CEILINGS, SLABS AND PARTITIONS; NO RACEWAYS SHALL BE EXPOSED WITHIN INTERIOR SPACES EXCEPT FOR OPEN CEILING AREAS. 2 - GROUNDING AND BONDING SHALL COMPLY WITH "NEC 250, 680 -24 & 25 ". ALL METALLIC RACEWAYS SHALL BE GROUNDED AND BONDED PER "NEC 250 ". NON- METALLIC RACEWAYS SHALL BE PROVIDED WITH A GROUNDING CONDUCTOR SIZED PER "NEC 250 -95 ". PROVIDE 1 #8 SOLID BOUNDING CONDUCTOR TO CONNECT ALL METAL PARTS AT THE POOL SUCH AS POOL REINFORCE STEEL, METAL JB'S, PUMP MOTORS, METAL CONDUITS, LIGHTING FIXTURES, METAL SHIELD PRIMARY AND SECONDARY WINDING OF POOL TRANSFORMERS, POOL STAIRS, ETC. TO COMPLY WITH 1996 NEC CODE SECTION 680 -22. - MOTORS, TRANSFORMERS AND MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH GREENFIELD MOTORS TRANSFORMERS AND MECHANICAL EQUIPMENT FOR THE U POOL N A D ND JACUZZI CONDITIONS. 'NEC 650 -42 . 4 - OUTLETS AND ANY OTHER EQUIPMENT INSTALLED IN POOL AREA SHALL BE INSTALL AT A MINNIMUN DISTANCE OF 10' -0" FROM POOL'S EDGE OR AS PER 1999 NEC CODE SECTION 680. 5 - KAIC NOTE: THIS CONTRACTOR SHALL COORDINATE WITH FPL THE KAIC AVAILABBLE AND INCREASE OR DECREASE THE KAIC ACCORDENLY. $M $3W TT DIMMER SWITCH, SINGLE POLE. ( +48" AFF UNLESS OTHERWISE NOTED.) LOAD AS PER CIRCUIT LOAD, DO NOT OVERLOAD DIMMER OVER 80% OF DIMMER RATED CAPACITY. GROUNDED TYPE DUPLEX RECEPTACLE, WALL. ( +18" AFF UNLESS OTHERWISE NOTED.) LETTER "D" DESIGNATION MEANS DEDICATED; LATTER "I" DESIGNATION MEANS ISOLATED GROUND. 0 JUNCTION BOX. INSTALL FAN TYPE JUNCTION 130X (FOR 50 LBS) IN ALL FANS. TELEPHONE OUTLET, WALL. ( +18" AFF) T.V. OUTLET CABLE - - - CONDUIT CONCEALED IN OR UNDER FLOOR SLABS. CONDUIT CONCEALED ABOVE CEILING OR IN WALL. PANEL e ECB K> O ELECTRICAL LEGEND 120 V TOGGLE SWITCH, SINGLE POLE, ( +48" AFF UNLESS OTHERWISE NOTED). VOLTAGE AS PER CIRCUIT DESIGNATION. LETTER "M" INDICATE MOTORIZED RATED. 120 V THREE WAY TOGGLE SWITCH, SINGLE POLE. ( +48" AFF UNLESS OTHERWISE NOTED). VOLTAGE AS PER CIRCUIT DESIGNATION. GROUNDED TYPE DUPLEX RECEPTACLE, WALL. ( +4" ABOVE COUNTER UNLESS OTHERWISE NOTED.) LETTER "D" DESIGNATION MEANS DEDICATED; LATTER "I" DESIGNATION MEANS ISOLATED GROUND. {' DISCONNECT SWITCH. 2 POLES, 240V ENCLOSED CIRCUIT BREAKER GROUND CONNECTION. �. ELECTRIC MOTOR CONNECTION. WALL SCONCE (TO BE SELECTED) DOWN LIGHT (TO BE SELECTED) UNDER CABINETS 2' FLUORESCENT LAMP. DELUXE SECURITY FLOOD LIGHTS STD. SURF. MID. FIXT. KITCHEN OR BATHROOM LIGHT SWITCH SMOKE DETECTOR 120V NOTE ; SMOKE DETECTOR SHALL BE HARDWIRE (110 VOLT TYPE) TO A NON - SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED AS SHOWN IN PARALLEL SMOKE DETECTOR CONNECTION DETAIL., SCALE : N.T.S. ELECTRICAL COTES, DETAILS AND PANEL N.T.S SMOKE DETECTOR NOTE: ALL SMOKE DETECTORS SHALL BE 110V WITH BATTETY BA(CK UP AND INTERCONNECTED FROM KITCHEN OR BATH LIGHTING CIIRCUIT AHEAD OF ALL SWITCHES. SMOKE DETECTORS MAY BE WITHIN 20FT OF A COOKING APPLIANCE AND NOT CLOSER THAN 3Fr FROM THE DOOR TO BATHROOM, WASHER/DRYER, KITCHEN AND A /C. THE ACTIVATION 0)F ANY SMOKE DETECTOR SHALL ACTIVATE THE OTHERS. ELECTRICAL OUTLETS ON FIRE RATED PARTITIONS SHALL BE POSITIONED SO THEY ARE NOT BACK -TO -BACK. OUTLETS INSTALL WITH A MINIMUM DISTANCE OF 24" BETWEEN EACH BOX. METER • /fr- ( 3 #1/0 THWW IN 1 1 /2 "C.1 METALLIC WATER PIPE GROUND a/0 - 4-t - ELECTRICAL RISER N.T.S 3 #1 THWW IN 1 1 /4 "C.F. PANEL D" TO THE BEST 0I MY KN01riEDGE THESE PLANS HAVE BEEN PREPARED 1/1 COWL/AMC MTN me 2001 AND ITS REQUIREMENTS FOR HW*iZ 0 z -m-� 0 0 O ct P VJ z U a 0 6 vJ . U ft DRAWN BY: D.F.G. CHECKED BY: D.F.G DATE DRAWN: 09 -14 -04 COMM. NO. REVISION: SHEET No. E -2 ''''' ::', , N , ..., , ENGINEERING SERVIC,ES , ,, c a. ELM. ,7' :: , : : : i p i lm ic „ : „ ' " - ,,,, r (305)444-8607 : - - ., 1112 laili '''' . • • • :7i PHONE: 305-491-2876 933 NE 99 ST. MIAMI SHORES, FL. GENERAL PLUMBING NOTES 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION AND LOCAL ORDINANCES. 2. BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 1/8" PER FT. MIN. FALL. ANY DEVIATIONS SHALL BE APPROVED BY ARCHITECT /ENGINEER. _. PROVIDE CLEANOUTS EVERY 75 FT. AND AT BASE OF EVERY WASTESTACK. ALL CLOSEOUTS TO BE FLUSH MOUNTED. 4. MATERIALS SHALL BE ALL NEW AND AS FOLLOWS: A. USE PVC FOR DRAINAGE WASTE AND VENT PIPING B. WATER PIPING: COPPER TYPE "L" ASTM B -88 ABOVE GROUND AND COPPER TYPE "K" ASTM B -88 UNDERGROUND. (CPVC WILL BE ACCEPTABLE) INSOLATE COLD AND HOT WATER LINES C. CONDENSATE DRAIN PIPING: PVC SCHEDULE 40 PROVIDE 1/2" ARMAFLEX PIPE INSULATION ON ALL CONDENSATE DRAIN PIPING. D. FLOOR DRAINS (IF REQUIRED): JOSAM SERIES 30,000 OR EQUAL EXCEPT AT TRANSFORMER VAULT WHICH SHALL BE JOSAM SERIES 32,000 OR EQUAL. KITCHEN FLOOR DRAIN: JOSAM 35420 -50, 12" SQUARE NIKALOY TOP, SATIN FINISH, 1/2" PRIMER CONNECTION, BRONZE SEDIMENT BUCKET. E. FLOOR CLEANOUTS: JOSAM SERIES 56020 OR EQUAL. F. WALL CLEANOUTS: JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL. G. VALVES: 125 PSI NIBCO SCOTT, STOCKHAM OR EQUAL. H. HOSE BI13133: CHICAGO 837 OR EQUAL WITH VACTJUM BREAKER. I. ELECTRIC WATER HEATER: GLASS - LINED, P & T RELIEF VALVE, 5 YEAR WARRANTY MINIMUM. 5. PERFORM THE FOLLOWING TEST: A. B. WATER PIPING SHALL 13E SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSIG FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE SYSTEM SHALL BE CAPPED & ALL LINES FILLED WITH WATER TO HIGHEST POINT & ALLOWED TO STAND UNTIL INSPECTION IS MADE AND WATER LEVELS REMAIN CONSTANT. USE SCN -40 IN ALL LINES DRAIN LINES C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS. D. COMPLETE SYSTEM WITH FIXTURES & EQUIPMENT SHALL 13E GIVEN AN IN- SERVICE TEST AFTER INSTALLED. E. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED LIME TO EACH 1000 gal. OF WATER (50 PPM OF AVAILABLE CHLORINE.) RETAIN MIXTURE IN PIPES FOR 24 HOURS AND FLUSH THROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 6. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING `WQSHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE'- YEAR*FRO. , EIINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE W RKWHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD. 7. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF CONNECTION BEFORE COMMENCING ANY WORK. 8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 9. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR INSTALLATION. 10.OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS SHOWN ON DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS. 11. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDESATE DRAIN AND TRAP. SEE MECHANICAL PLANS FOR LOCATION OF UNITS AND DARINS. 12. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 13. COORDINATE WORK WITH OTHER TRADES. 14.FURNISH AND INSTALL FIXTURES AS SPECIFIED IN SCHEDULE IF PROVIDED, OTHERWISE PROVIDE SHOP DRAWINGS. 15.EACH BATHROOM GROUP AND KITCHEN SHALL BE PROVIDE WITH AIR CHAMBERS OR SHOCK ABSORBER AS PER F.H.C. 16.PROVIDE SHUT -OFF VALVE FOR EACH FIXTURE, JUST BEFORE CONNECTING TO FIXTURE. 17.WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 18.MECHANICAL CONTRACTOR SHALL COORDINATE AND VERIFY HEIGHT AND LOCATION OF STUB -UPS. 19.REFER TO SUPPLIER DRAWING AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND COORDINATION OF EQUIPMENT TERMINATION DETAILS. 20. PROVIDE AT REFRIGERATOR AND FREEZER (IF REQUIRED) LOCATION: 3/8" C.W. LINE TO 1/4" PETCOCK 6" ABOVE FLOOR. FURNISH 48" OF 1/4" SOFT COPPER TUBING FOR CONNECTION TO REFRIGERATOR 21. PROVIDE ANTI SCALD AT ALL TUB AND SHOWERS. 22. PROVIDE CLEAN OUT IN EVERY WASTE STACK. LOCATIOS SKETCH N.T.S 12 "x12 "x8" POURED CONC. BLOCK WHEN CLEANOUT IS NOT IN PAVED AREA PERFORATED CAP -\ 1/2" + TOTAL AHU TOTAL STATIC PRESSURE. 7 - PROVIDE EXTRA HEAVY PATTERN FULL OPENING IRON BODY TRAP SCREW FERRULE & ALL BRASS CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE GC0 LONG SWEEP. USE SHORT SWEEP WHERE REQUIRED TYPICAL CLEANOUT DTAIL N.T.S. PITCH DOWN TOWARD DRAIN PLUMBING TYPICAL CONDNSAT DhAI\ TRAP N.T.S. PLUMBING SYMBOLS S - S COLD WATER PIPE n HB •I c 5 - C.D. --S WCO FCO S S H t=4-01-5 HOT WATER PIPE PROVIDE POURED CONC. BLOCK WHEN C.O. IS NOT IN PAVED AREA IIHIIIIIIIIIIII Ile WATER HAMMER ARRESTOR MR CHAMBER SANITARY LINE CONDENSATE LINE WALL CLEANOUT FLOOR CLEANOUT GATE VALVE ( SHUT -OFF VALVE ) SHOWER HEAD (TO BE SELECTED BY OWNER) WATER METER COMBINATION "Y" & 1/8" BEND WCO HOSE BIBB W / VACUUM BREAKER AND SHUT -OFF VALVE MECHANICAL 00,,0'0 O'o,O'o,C pol po 1 ,0 p ooQ oo Q`ooQloo, _ 0_00 0 _ 0 p 0. 0 FCO STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG FACE OF WALL DRAIN PAN - FINISH GRADE - MINIMUM 1" 1 , o • o , p, o , , o o ' 1 Q' ° o o'»oo' ,00 po,Q oo,4.oa,4 0o 0 ro 0 0, o 0 0, o 0 0 .. n ,n SAME SIZE AS SEWER - MAX. SIZE 4" SEE MECHANICAL DRAWINGS FOR UNIT SUPPORTS. DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN APPROVE' Fen no. 0(i � - 3 �! Date: . y n n ae C ounty r. _:11._. De y.2i anent PLUMBING SITE PLAN 1/8" = i'-o" D.F.G. DRAWN BY: CHECKED BY: D.F.G DATE DRAWN: 11 08 04 COMM. NO. REVISION: SHEET No. P -1 PHONE: 305-491-2876 933 NE 99 ST. MIAMI SHORES, FL. 1 N E. 100 th STREET ( 12 11 10 9 x x x x x x x x 7 6 5 4 3 PROPOSED DRAIN FIELD & SEPTIC TANK SHOWN ON THIS DRAWING ARE OVER 100' AWAY FROM EXISTING ADJACENT PROPERTIES POTABLE WELLS. PROPOSED POTABLE WELLS ARE OVER 100' AWAY FROM ADJACENT PROPERTIES SEPTIC TANK AND DRAINFIELD. THIS CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION THIS EXISTING CONDITION AND NOTIFY THIS OFFICE OF ANY CONFLICT OR CHANCE. 3 liJ o ,--: R 14 15 EXISTING CONDITION NOTE: i $ 1 EXISTING CONDITION SHOWN ON THESE DWG. BASED ON INFORMATION PROVIDED TO THIS OFFICE. THIS CONTRACTOR SHALL VERIFY ANY DICREPANCIES AND NOTIFY THIS OFFICE. (SEE NOTE #7 ON THIS SHEET). 20 21 22 23 NEW SLAB ON GRADE LANDSCAPE pr „ NEW SLAB ON GRADE NE ROO LANDSCA zw f NEW FLAT ROOF , AMY ■ r .... . 4t741/ ■Iil I I I ///. /. /4 I I I I j./ r , , 1 , , eA, 2 ol. -7, I Fr or SEE SHE P -2 FOR CONTINUATION TOFU) SEPTIK TANK x (1,200 ► GAL.CAP. ► o, 2 Y GCO 5 ' , ■A LANDSCAPE s' -o• x : • > k::r w ::••: i `��kii ki.4�__,_ ` ,k . E \ , �. ..ti = =, \ kk:: ` 44 ° 4 ' 4: \ yy \` \`` v ' � ` \ \ \ Qkk kvk: =•�`:y ` `: i kk" kk k k k kkk\ ikk . :`: k`.,` : iii # iii k i�i \k4 :: \ \i: ��Z`k� Zk� .'� Y.:':kk\ � :� \.`2k`h = .k. = `.L.. t i � 4� ki " � \ .::kiii`i." � k\ ` y \iy «4k444 \ 4k4.44 4. «b 4444 \ \ \ \�i" .44 44 \k\ \444444 \„ 412444 \44 :..4. .kikk 4\ 4 �i4.4 44:R. 4444 44 4 ..yyy 44. \ \........4 y 4 \\ 44 44 4 44 �44444� 4444.4 \. ice+ kK. 144 . 14444 «144114 44 \ 4 4 4444 \4 :\ ..... \ \\ :....:. 4\y \: 4•m 4111 \ �.. 44kyy ::2 \:.4:4.4..44. \4 \ \ii \xir42r \ \\ \t4\ 42444444444 44.44 •e \y4 . \ \ \4\ \ \ \ ` 4 44akA \. 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X44 .i.,,y....y.44\� \ 444;`; \4 \\ \ 4� \ 4`` ...:` ` �` x :44 4., 111 .4. �� 5'-0:1i JJDERGROUND ( I . Ll:CW N 44444444.1 . =;,,kr :.i ikiyyy ii .., , 44 kk \ i �k4 4444414 \��.:y ",g�kk.,.::.�iky\ \ = kii "121111. \ \ .`�� \ \k i \:: = =:k`ik�i�.:�k::.�:2iik � � � \i „ `1k1 \ \ri�`4��4111`.1 •14 444ki k11: � 444 �� 44.. 4 , i �,, w 4 \ ` : <1k`ii \4k1 y` ::\: { • `1 \i \::` \ \... \:`: \�i..ii::iki _1 _ I_ _1 _ L L � _ L. L J � ;_:�`� 11i1 1 � . ii.1111111i4 =1 , 1; .. ; iii111 411 i t 4 ..4.444 1144 444 11 ••4.444 y y y M , A •., i =. ' 4 41114 4 4 4 1.. _ =. \ =2 =x `::4ii 2M: \.:.: \Y :i�`� =�`` =: \kk \... . 44.444 4 2 .4.ii� •4414444 . 4y....y...y.� \42141 \ \444` "k44 444 \44444k4:� yyyyylik. :.4yy... 4....44.4 4...4..4444444 « .. 4.. « , 1 WATER 5' -0" WITHR 1 -a 1 COORDINATE EXACT LOCATION S.O.V 5- 1 - 1 T - , S SEE CIVIL DRAWINGS J FOR CONTINUATION GENERAL PLUMBING NOTES 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION AND LOCAL ORDINANCES. 2. BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 1/8" PER FT. MIN. FALL. ANY DEVIATIONS SHALL BE APPROVED BY ARCHITECT /ENGINEER. _. PROVIDE CLEANOUTS EVERY 75 FT. AND AT BASE OF EVERY WASTESTACK. ALL CLOSEOUTS TO BE FLUSH MOUNTED. 4. MATERIALS SHALL BE ALL NEW AND AS FOLLOWS: A. USE PVC FOR DRAINAGE WASTE AND VENT PIPING B. WATER PIPING: COPPER TYPE "L" ASTM B -88 ABOVE GROUND AND COPPER TYPE "K" ASTM B -88 UNDERGROUND. (CPVC WILL BE ACCEPTABLE) INSOLATE COLD AND HOT WATER LINES C. CONDENSATE DRAIN PIPING: PVC SCHEDULE 40 PROVIDE 1/2" ARMAFLEX PIPE INSULATION ON ALL CONDENSATE DRAIN PIPING. D. FLOOR DRAINS (IF REQUIRED): JOSAM SERIES 30,000 OR EQUAL EXCEPT AT TRANSFORMER VAULT WHICH SHALL BE JOSAM SERIES 32,000 OR EQUAL. KITCHEN FLOOR DRAIN: JOSAM 35420 -50, 12" SQUARE NIKALOY TOP, SATIN FINISH, 1/2" PRIMER CONNECTION, BRONZE SEDIMENT BUCKET. E. FLOOR CLEANOUTS: JOSAM SERIES 56020 OR EQUAL. F. WALL CLEANOUTS: JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL. G. VALVES: 125 PSI NIBCO SCOTT, STOCKHAM OR EQUAL. H. HOSE BI13133: CHICAGO 837 OR EQUAL WITH VACTJUM BREAKER. I. ELECTRIC WATER HEATER: GLASS - LINED, P & T RELIEF VALVE, 5 YEAR WARRANTY MINIMUM. 5. PERFORM THE FOLLOWING TEST: A. B. WATER PIPING SHALL 13E SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSIG FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE SYSTEM SHALL BE CAPPED & ALL LINES FILLED WITH WATER TO HIGHEST POINT & ALLOWED TO STAND UNTIL INSPECTION IS MADE AND WATER LEVELS REMAIN CONSTANT. USE SCN -40 IN ALL LINES DRAIN LINES C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS. D. COMPLETE SYSTEM WITH FIXTURES & EQUIPMENT SHALL 13E GIVEN AN IN- SERVICE TEST AFTER INSTALLED. E. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED LIME TO EACH 1000 gal. OF WATER (50 PPM OF AVAILABLE CHLORINE.) RETAIN MIXTURE IN PIPES FOR 24 HOURS AND FLUSH THROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 6. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING `WQSHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE'- YEAR*FRO. , EIINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE W RKWHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD. 7. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF CONNECTION BEFORE COMMENCING ANY WORK. 8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 9. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR INSTALLATION. 10.OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS SHOWN ON DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS. 11. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDESATE DRAIN AND TRAP. SEE MECHANICAL PLANS FOR LOCATION OF UNITS AND DARINS. 12. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 13. COORDINATE WORK WITH OTHER TRADES. 14.FURNISH AND INSTALL FIXTURES AS SPECIFIED IN SCHEDULE IF PROVIDED, OTHERWISE PROVIDE SHOP DRAWINGS. 15.EACH BATHROOM GROUP AND KITCHEN SHALL BE PROVIDE WITH AIR CHAMBERS OR SHOCK ABSORBER AS PER F.H.C. 16.PROVIDE SHUT -OFF VALVE FOR EACH FIXTURE, JUST BEFORE CONNECTING TO FIXTURE. 17.WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 18.MECHANICAL CONTRACTOR SHALL COORDINATE AND VERIFY HEIGHT AND LOCATION OF STUB -UPS. 19.REFER TO SUPPLIER DRAWING AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND COORDINATION OF EQUIPMENT TERMINATION DETAILS. 20. PROVIDE AT REFRIGERATOR AND FREEZER (IF REQUIRED) LOCATION: 3/8" C.W. LINE TO 1/4" PETCOCK 6" ABOVE FLOOR. FURNISH 48" OF 1/4" SOFT COPPER TUBING FOR CONNECTION TO REFRIGERATOR 21. PROVIDE ANTI SCALD AT ALL TUB AND SHOWERS. 22. PROVIDE CLEAN OUT IN EVERY WASTE STACK. LOCATIOS SKETCH N.T.S 12 "x12 "x8" POURED CONC. BLOCK WHEN CLEANOUT IS NOT IN PAVED AREA PERFORATED CAP -\ 1/2" + TOTAL AHU TOTAL STATIC PRESSURE. 7 - PROVIDE EXTRA HEAVY PATTERN FULL OPENING IRON BODY TRAP SCREW FERRULE & ALL BRASS CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE GC0 LONG SWEEP. USE SHORT SWEEP WHERE REQUIRED TYPICAL CLEANOUT DTAIL N.T.S. PITCH DOWN TOWARD DRAIN PLUMBING TYPICAL CONDNSAT DhAI\ TRAP N.T.S. PLUMBING SYMBOLS S - S COLD WATER PIPE n HB •I c 5 - C.D. --S WCO FCO S S H t=4-01-5 HOT WATER PIPE PROVIDE POURED CONC. BLOCK WHEN C.O. IS NOT IN PAVED AREA IIHIIIIIIIIIIII Ile WATER HAMMER ARRESTOR MR CHAMBER SANITARY LINE CONDENSATE LINE WALL CLEANOUT FLOOR CLEANOUT GATE VALVE ( SHUT -OFF VALVE ) SHOWER HEAD (TO BE SELECTED BY OWNER) WATER METER COMBINATION "Y" & 1/8" BEND WCO HOSE BIBB W / VACUUM BREAKER AND SHUT -OFF VALVE MECHANICAL 00,,0'0 O'o,O'o,C pol po 1 ,0 p ooQ oo Q`ooQloo, _ 0_00 0 _ 0 p 0. 0 FCO STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG FACE OF WALL DRAIN PAN - FINISH GRADE - MINIMUM 1" 1 , o • o , p, o , , o o ' 1 Q' ° o o'»oo' ,00 po,Q oo,4.oa,4 0o 0 ro 0 0, o 0 0, o 0 0 .. n ,n SAME SIZE AS SEWER - MAX. SIZE 4" SEE MECHANICAL DRAWINGS FOR UNIT SUPPORTS. DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN APPROVE' Fen no. 0(i � - 3 �! Date: . y n n ae C ounty r. _:11._. De y.2i anent PLUMBING SITE PLAN 1/8" = i'-o" D.F.G. DRAWN BY: CHECKED BY: D.F.G DATE DRAWN: 11 08 04 COMM. NO. REVISION: SHEET No. P -1 PHONE: 305-491-2876 933 NE 99 ST. MIAMI SHORES, FL. N E. 100 th STREET ( 12 11 10 9 8 7 6 5 4 3 2 14 15 16 i $ 1 i $ 18 i 19 20 21 22 23 N.E. 99th STREET GENERAL PLUMBING NOTES 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION AND LOCAL ORDINANCES. 2. BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 1/8" PER FT. MIN. FALL. ANY DEVIATIONS SHALL BE APPROVED BY ARCHITECT /ENGINEER. _. PROVIDE CLEANOUTS EVERY 75 FT. AND AT BASE OF EVERY WASTESTACK. ALL CLOSEOUTS TO BE FLUSH MOUNTED. 4. MATERIALS SHALL BE ALL NEW AND AS FOLLOWS: A. USE PVC FOR DRAINAGE WASTE AND VENT PIPING B. WATER PIPING: COPPER TYPE "L" ASTM B -88 ABOVE GROUND AND COPPER TYPE "K" ASTM B -88 UNDERGROUND. (CPVC WILL BE ACCEPTABLE) INSOLATE COLD AND HOT WATER LINES C. CONDENSATE DRAIN PIPING: PVC SCHEDULE 40 PROVIDE 1/2" ARMAFLEX PIPE INSULATION ON ALL CONDENSATE DRAIN PIPING. D. FLOOR DRAINS (IF REQUIRED): JOSAM SERIES 30,000 OR EQUAL EXCEPT AT TRANSFORMER VAULT WHICH SHALL BE JOSAM SERIES 32,000 OR EQUAL. KITCHEN FLOOR DRAIN: JOSAM 35420 -50, 12" SQUARE NIKALOY TOP, SATIN FINISH, 1/2" PRIMER CONNECTION, BRONZE SEDIMENT BUCKET. E. FLOOR CLEANOUTS: JOSAM SERIES 56020 OR EQUAL. F. WALL CLEANOUTS: JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL. G. VALVES: 125 PSI NIBCO SCOTT, STOCKHAM OR EQUAL. H. HOSE BI13133: CHICAGO 837 OR EQUAL WITH VACTJUM BREAKER. I. ELECTRIC WATER HEATER: GLASS - LINED, P & T RELIEF VALVE, 5 YEAR WARRANTY MINIMUM. 5. PERFORM THE FOLLOWING TEST: A. B. WATER PIPING SHALL 13E SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSIG FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE END OF THE SYSTEM SHALL BE CAPPED & ALL LINES FILLED WITH WATER TO HIGHEST POINT & ALLOWED TO STAND UNTIL INSPECTION IS MADE AND WATER LEVELS REMAIN CONSTANT. USE SCN -40 IN ALL LINES DRAIN LINES C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS. D. COMPLETE SYSTEM WITH FIXTURES & EQUIPMENT SHALL 13E GIVEN AN IN- SERVICE TEST AFTER INSTALLED. E. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED LIME TO EACH 1000 gal. OF WATER (50 PPM OF AVAILABLE CHLORINE.) RETAIN MIXTURE IN PIPES FOR 24 HOURS AND FLUSH THROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 6. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING `WQSHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE'- YEAR*FRO. , EIINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE W RKWHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD. 7. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES AND POINTS OF CONNECTION BEFORE COMMENCING ANY WORK. 8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 9. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR INSTALLATION. 10.OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS SHOWN ON DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS. 11. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDESATE DRAIN AND TRAP. SEE MECHANICAL PLANS FOR LOCATION OF UNITS AND DARINS. 12. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 13. COORDINATE WORK WITH OTHER TRADES. 14.FURNISH AND INSTALL FIXTURES AS SPECIFIED IN SCHEDULE IF PROVIDED, OTHERWISE PROVIDE SHOP DRAWINGS. 15.EACH BATHROOM GROUP AND KITCHEN SHALL BE PROVIDE WITH AIR CHAMBERS OR SHOCK ABSORBER AS PER F.H.C. 16.PROVIDE SHUT -OFF VALVE FOR EACH FIXTURE, JUST BEFORE CONNECTING TO FIXTURE. 17.WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 18.MECHANICAL CONTRACTOR SHALL COORDINATE AND VERIFY HEIGHT AND LOCATION OF STUB -UPS. 19.REFER TO SUPPLIER DRAWING AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND COORDINATION OF EQUIPMENT TERMINATION DETAILS. 20. PROVIDE AT REFRIGERATOR AND FREEZER (IF REQUIRED) LOCATION: 3/8" C.W. LINE TO 1/4" PETCOCK 6" ABOVE FLOOR. FURNISH 48" OF 1/4" SOFT COPPER TUBING FOR CONNECTION TO REFRIGERATOR 21. PROVIDE ANTI SCALD AT ALL TUB AND SHOWERS. 22. PROVIDE CLEAN OUT IN EVERY WASTE STACK. LOCATIOS SKETCH N.T.S 12 "x12 "x8" POURED CONC. BLOCK WHEN CLEANOUT IS NOT IN PAVED AREA PERFORATED CAP -\ 1/2" + TOTAL AHU TOTAL STATIC PRESSURE. 7 - PROVIDE EXTRA HEAVY PATTERN FULL OPENING IRON BODY TRAP SCREW FERRULE & ALL BRASS CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE GC0 LONG SWEEP. USE SHORT SWEEP WHERE REQUIRED TYPICAL CLEANOUT DTAIL N.T.S. PITCH DOWN TOWARD DRAIN PLUMBING TYPICAL CONDNSAT DhAI\ TRAP N.T.S. PLUMBING SYMBOLS S - S COLD WATER PIPE n HB •I c 5 - C.D. --S WCO FCO S S H t=4-01-5 HOT WATER PIPE PROVIDE POURED CONC. BLOCK WHEN C.O. IS NOT IN PAVED AREA IIHIIIIIIIIIIII Ile WATER HAMMER ARRESTOR MR CHAMBER SANITARY LINE CONDENSATE LINE WALL CLEANOUT FLOOR CLEANOUT GATE VALVE ( SHUT -OFF VALVE ) SHOWER HEAD (TO BE SELECTED BY OWNER) WATER METER COMBINATION "Y" & 1/8" BEND WCO HOSE BIBB W / VACUUM BREAKER AND SHUT -OFF VALVE MECHANICAL 00,,0'0 O'o,O'o,C pol po 1 ,0 p ooQ oo Q`ooQloo, _ 0_00 0 _ 0 p 0. 0 FCO STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG FACE OF WALL DRAIN PAN - FINISH GRADE - MINIMUM 1" 1 , o • o , p, o , , o o ' 1 Q' ° o o'»oo' ,00 po,Q oo,4.oa,4 0o 0 ro 0 0, o 0 0, o 0 0 .. n ,n SAME SIZE AS SEWER - MAX. SIZE 4" SEE MECHANICAL DRAWINGS FOR UNIT SUPPORTS. DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN APPROVE' Fen no. 0(i � - 3 �! Date: . y n n ae C ounty r. _:11._. De y.2i anent PLUMBING SITE PLAN 1/8" = i'-o" D.F.G. DRAWN BY: CHECKED BY: D.F.G DATE DRAWN: 11 08 04 COMM. NO. REVISION: SHEET No. P -1 PHONE: 305-491-2876 933 NE 99 ST. MIAMI SHORES, FL. PLUMBING FIXTURE CONNECTION SCHEDULE MARK DESCRIPTION WASTE C.W. H.W. REMARKS /OEC]3 P -1 WATER CLOSET 3" 1/2" — FLOOR MOUN1iD, ]FLUSH TANK P -2 BATHTUB 2" 1/2" 1/2" 5 FT. LONG. Ij2ESESURE BALANCING FAUCET P -2A SHOWER 2* 1 / 2 " 1/2 PRESS. BALAN 1NGG FAUCET. P -3 LAVATORY 1 1/2" 1/2" 1/2" COUNTER TOP 111111111111111 Priv h z 7 or% r , A Anr .AffIrAr ArAilr r PIW Onr Ay/my ire AV Ari Pyr Air IIIIIfe 1111 P -2 2" 2FU) MST. BEDROOM LANDSCAPE SANITARY FLOOR PLAN El) 1/4" = t'-o" LANDSCAPE CONDENSATE SOAKAGE PIT (TYP.) MIN. NOTE : CONTRACTOR TO COORDINATION PLUMBING FIXTURE SELECTION, WITH OWNER// ARCHITECT FOR FIXTURE AND FAUCET STYLE & COLOR. FAMILY ROOM d dLrA.vArAr „,* PA y S s {, 1s+ 1 '3Yt MITI CH CV 2E E EXTEND 1 /2 "CW& 1 /2 "HW FROM EXISTING 1 /2 "CW& 1 /2 "HW rdr"��'Jd ro ��ipr / i1111Iir•Ii11111111111 WAFER FLOOR PLAN ED t = t'-o" LANDSCAPE L H13 SHUT OFF VALVE LANDSCAPE TO IHE BEST OF KY KNOWLEDGE THESE PLANS HAVE BEEN PREPARED AI 001WUAN CE *N FBC 2001 MD ITS REQUIREMENTS f01 HALM CONSULTANT: • 0 • 0 •••• • 4 CIA On z 00 z CD O• 0 z z a—, z U a� • U Cr) r DRAWN BY:,., D.F.G. CHECKED BY: D.F.G DATE DRAWN: 09 -14 -04 COMM. NO. • REVISION: SHEET No. P -2 • •• • •• • • ] W r DATE: (61a *** PLEASE PRINT *** TIME: NAME OF PERSON REQUESTING FILE: YOUR ADDRESS: ADDRESS OF F I LE REQUES 11.D: -- COMMUNITY AFFAIRS AND CODE ENFORCEMENT DIVISIONS 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795-2204 FAX (305) 756 -8972 a-inr ueA cc 3 0 N E cif 5-t- `I // 7 1 INPC'RMATION REQUESTED: It, L. /21 N I S I UNDERSTAND THAT ALL MOMENTS IN THIS FILE ARE PROPERTY OF MIAMI SECRES VILLAGE AND THAT ND EOCLIENTS MAY BE RBCWED FROM THI S FILE. YOU MAY GET UP 10 FOLR (4 )CCMPL IMENTARY COP ES . ADDIT IONAL COPIES WILL BE FURNISHED AT 15 CENTS PER PAGE, NOT INCLUDING BLUEPRINTS. ACMCWLEDGED BY (Signature) : 7()) F I LE RETURNED - DATE : TIME: RETURNED 11D: 53 R c. 42 ;'y Ail/s441/ (f,V10 etcf Ar s. ••,-t ;'n: : 1 ' M.S.L'. M.S.L. i I•, 1 • ,!; . ,t tr fnr ^• or )Lcc.r .. • II !; t l, „ •� t� L. C',11 ;1r' •,� t • lit' ^.r t l . t , t r 7; t.r1C: co -,;• • .;\'o ! y ..•l i {r.'; r 1 • , f ..t ,t,t. • Ccpo AU PCVZ,l 3 -18 -77 JOAN TURMAN 1.);.1L. 1.• :.:JD11:•1 ,C A -18 -77 RUSSELL C KELLY Approved as two sites subject to the following requirements 1. City of Miami Shores requirements 2. Pollution health fire dept requirements 3. Encroachments on west lot to be removed prior to issuing a building permit (see letter in file) 4. Permit required for the removal of any trees Rge... 42 'WY: /a/g41/ trA/Doe-4cr zj. /feS 1 L 7 1 -r-ftin: M.S.L. it •i M. S..L. 4Ar A'? 6 • c f o il WLI1EP, (JF r1A.T . 6843e t I') ,.7'11, ji% rriclitins, or . .)!her • ;Lit uf-V.'ry I. be co:r1IrJr)r •r with•_wt iilior cppr... fund corni-!.:Ie prow,. he Vic..r Dr pcor:rnent. 1 AVPnovED 3-18-77 JOAN TURMAN Zt..:11.30 DEPT. 3-18-77 RUSSELL C KELLY A7 .thr.; ,V'i'. 1 : Approved as two sites subject to the following requirements 1. City of Miami Shores requirements 2. Pollution health fire dept requirements 3. Encroachments on west lot te be removed prior to issuing a building permit (see letter in file) 4. Permit required for the removal of any trees Ii 1 ( Y: 1 i.I.3 ii Te...00 1 .-.:f i'-'1 r'nn , s ,. ,:• !•,, ,-...,. 1), •i :• ; • n!-:;, _71 r •••■••■■•