Loading...
PLANSA g 9 _:A .• 9 c .r I_ 3 3 30 33 33 u t 1 &llato aroic 3 L a 30 A/4• I. /4 LJAd /5 7o if 1. t 2 9 V 8 4eS• ■Yf 9.2 4 7 3 A9/9In 30" r /42 O$'t lc / I c J P lir 7 r al°6- 1 711' . 0 C S 4 7 r it// Ay', 1 f 4 * , 1 ■AllPhAifir 2 AVVIIVIWkir Aso goriftwAr _ !_rlifed• ad, + , gi I 1 i t-L- _ail. A g 9 _:A .• 9 c .r I_ 3 3 30 33 33 u t 1 &llato aroic 3 L a 30 A/4• I. /4 LJAd /5 7o if 1. t 2 9 V 8 4eS• ■Yf 9.2 4 7 3 A9/9In 30" r /42 O$'t lc / I c J P lir 7 r al°6- 1 711' . 0 C S 4 7 r it// Ay', 1 f 4 * , 1 ■AllPhAifir 2 AVVIIVIWkir Aso goriftwAr _ !_rlifed• ad, / ' fL ) A 7 /P cco C; g 1, 0 3 put_ Ls c • L r_ _ r. 1' (1 j J - - 1 , • , CZ. Sr , • r . .4 - - - - 4- -- 4 5e /17ri // Wes/ 5' L. a�lo m 0.00 N om. 92 / ST m "Co*.: 6144 'r7'O :00' , • 9j r /7'Pove/rne,/ 4- S /e 5 7 /e I /2. .10'\ POrc,4 ��.�∎��� • � - J 48 , ......�,...�.\...�. \ -• /- 5:7 G.B.S. -¢2 5e/ I7r, // ~ �Q OQ _••- v 1. A44 4 / 5 ' A4. L 2 �'� / /p a ver 9-8 tci O /034' - - N.E Car. 9 f '293 240. 4-5 MeA.- zy/oc LEGAL DESCRIPTION: 25' fa! 7 -8 -86 The West 1/2 of Lot 5 and Lot 6 Less the West 5.00 feet, Block 49, MIAMI SHORES SECTION 2, according to the Plat thereof as recorded in Plat book 10, page 37 of the Public Records of Dade County, Florida. SURVEYOR'S NOTES: - Lands shown hereon were not abstracted for of -way of records. - Elevations shown thusly Vertical Datum of 1929. - Dade County Bench Mark No. N -603 Elevation and N.E. 6th Avenue. - Containing 8952 square feet or 0.2055 are SURVEYOR'S CERTIFICATION TO: CARTERET SAVINGS BANK, F.A. and MORTGAGE DEPARTMENT We hereby certify that the attached "Sketch of Survey" of the above described parcel of land is true and correct to the best of our knowledge and belief as surveyed September 8, 1986 under our direction and complies with the minimum technical standards set forth by the State of Florida Board of Land Surveyors. FORTIN, LEAVY, SKIL'ES, INC. By: Daniel C. Fortin, For he Firm Registered Land Surveyor No. 2853 State of Florida "NOT VALID UNLESS SEALED" Date 9-8.296 SKETCH OF SURVEY A/. E. 92" ST /2 /3 // /0 9 8 7 ,r 4. 3 2 / 24 �v E 7/ 57 4.0 C A 7 /ON 7C4' SC09L / / /'= 300' easements and /or rights - relative to the National Geodetic +7.70 at N.E. 96th Street acres, more or less. Fortin, Leavy, Sidles, Inc. Consulting Engineers & Land Surveyors O 855 South Federal Highway / Boca Raton, Florida 33432 a 180 Northeast 1681h Street / North Miami Beach. Florida 33182 Dade 653 -4493 / Broward 483 -7180 / Boca Raton 395 -7378 Scale / "=20' Job No. 86/3 42 Dwg. No. /8 -/97 l 1 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Depatiment of Community Affairs Residential Whole Building Performance Method A Project Name: WADE RESIDENCERHV2 Builder. Address: 4112 NI. 92th STREET Perm itlna Office: MIAMI SHORES City, State: MIAMI SHORES, PL Permit Number: Owner: Mr $ Mrs. WADE Jurfedlotion Number: 23200 i Climate Zone: South 1, New Yonstruotien stating 2. Single raraUy ur mdtt•$mily 3. Number of oaks, rf mn:d•fmui1y 4. Number et: Bedrooms 5. Is this a wont testa? 6. Candi-As:A d &RN uoo [CO 7. Glass area & type a. Casa • single pane Is. Cleat - double purrs c. Thrt/othee SHOO • single pane 4, ' tntior sa MOO • doable patios S. Fluor types t S1trn J 4 1 b, Slab•Un -4rade Edge fns aledou a 1Others 9. wall t}mi a. Corrado, tit inn% E.iaariar b. N/A a N/A d. WA o. WA 10, Ceding types a. Under Attie b. N/A a N/A 11. Ducts a. Sup: t'nr, Rate tfeo. AH:1attrior b, N/A New Ste, fa* l 4 No � . 1944)fta _ 337.0 _ 0.1) ft* — U.D 0,0 8.0,0, 1479.0 M R= -0.0, 235.1 97.3 IP R.3.2, 17S$.0 A' 8 19100±N Sup. Rte, D, 43.0 tt b. N/A GlaSa/FloorArea; 0.17 Total as -built points: 28871 Total base points: 30989 certify that the plans and specifications covered ca,cutation era in compliance with the Florida Code. PREPARED BY: /P J7Pe15, TE: _,�.. 1f — O 6 _ - l hereby certify that this building, as designed, is In compliance with the Florida Energy Code. OWNER/AGENT: ._ DATE: r iow of the plans and soecificatians Covered by this cakuletion Indicates compliance with Uri Florida Energy Code. Befcce construction 11i completed this Wilding will be inspected for cottrplfanos with Section 03.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGouge (Version: FLRCPS 4.22) 12. Caoting systew a. Central Unk b. N/A a NIA 13. Hating wham a. axatic Strip b, N'A c. N A 14. Hu n *Oar systems a. &l aerie Rolston% Cap: 50.0 gallnas EP: 055 c Conservation credits (h1t fleet t000vtey, Soter CHP-0otli.*Iod beat paw) 15 HVAC credits (C r- Callas fan, CV Clots renciiati n, 14•Wbote house fan, PT-Progrtaiettabk TtietnoXat. TtL�McltirAfla 000ing, r&L-H 1vnUtizone bwtlag) PASS Cap 60.0 kBnibr SEER: 13.00 Cap: ?211 kDtut6r COP: 1.00 FORM 800A•2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADORES& N.E. nth STREET, . ••._ _ - ... MIAMI SNORES, FL, PERMIT * CASE 1111/1•Mp ,.,s..,,�,,,.,�,,- menwipme.M....i.1101111110111111111•10010111101W141111•111114001004.0 up or./ A8 -GUILT GLASS TYPES .18 X Conditioned X BSPM a POints Overhang Floor Area 1 YRsfSC Ornt Len .�.,,,.....�,., Hgt Area X $PM X SOF a Points 11 1640.0 32.50 11349.0 3rtgfe, N b 6,0 ?e.0 33.34 0.01 2449.5 SirVa. Cleo t1 1.5 10 12.0 33.94 0.04 343.0 Singh. Clear E 0.0 0.0 :18.0 73.03 1,00 2629.1 C+ar 9 1.5 10 25.0 0219 0.87 1413,5 3tt, G1aw 3 1.5 5.0 8.0 82.19 0.43 250-8 g' e, Clear S 1.0 10 40.0 82.19 0.87 2174.7 Single, Clear E 1.5 10 42.0 73.03 11.96 g114 Sing/11. Clear E 1.3 1.0 14.0 73.03 0.134 962.4 &ripe, Clear 3 0.0 0.0 26.0 62.19 100 1617.0 tngs, Cher W 1 5 t0 12.0 65.53 0.92 721 9 Grog's, Cisa• W 1 5 10 20.0 86.63 0.92 12012 Sit194, Ciw W 1.5 10 26.0 64.53 0.92 1564.1 ,.�...> WiR Total: 337.0 163571 Adjacerrt WALL TYPE$ Area X 136PM s Points Type R•Vatue Area X SPM a Points . 474 0.0 0.00 0.0 Conaet6, tnt K,9ut, ExterfOr 32 1758.0 2 E4 1or 1758.0 2.10 8.9 44216 9414 Tel: 1751.0 _ 4743.6 Ins- Ektilt Total: 17 • _.,ds,w.. ..�...�.... 4A23.5 000R TVPE3 Area X '3$PM = Points Type Area X SPM Points _ =. 540 8.40 346 i :20.0 9.40 181.0 42.0 0.40 nee PCISCI,1 0.0 0.00 0.0 Extor or 1n.utama Exderke 116,0 0.40 742,4 E4 a Wood Eattri r tnsufabed ease Toth: 1110 742.4 Asl3till TOtak CEILING 'TYPES Area X 8SPM • Points Type Und.r Attic 1940.0 2,60 5432.0 lkidir Atto Base TOO; .r. 9142 91714 tc`hl: 1611.4 Energya.auyeS COCA tram 900.4.2001 Enenagapolloralt432001 FtRCPS 4 22 111.0 602.4 .®. R•Vatue Area X $PM X SCM y Points 19 0 1940.0 3.72 X 1. 721 6, 8 Ikea Tole: 1$40 1 2 Ar)vbullt TOta 7216. 1610.0 FLOOR TYPES Area X 113PM = Points Type Stab 532.4(2) -20.0 -6648.2 Start W 1179.0 -2.16 -3194 8 91et-Ort-0radt Eck* trethation Stat-OM3rs0e Edpk tnwtalor R -Value 0.0 1479.0 0.0 97 3(p) 00 238.1(p Area X SPM -4.20 -2000 -2000 Points 8211,6 oNas .4701 8 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADORESS: 432 H.E. 22th STREET, MIAMI SHORES, FL, PE;RMt1' Ott BASE INFILTRATION Area X BSPM = Points 1510.0 18.79 364528 Summer Base Points: 48879.8 Total Summer X System = Cooling Points Multiplier Pam 48879.8 0.4260 20852.1 94G 19:19 36462.8 erw9 Gwge&' OCA lam 000A•2001 Enengye;apoefp; S`l00'! FLZCPB ti0 22 A3 -BUILT Area X SPM ; Pants Stammer As•Built Points: Total X Cop X Duct X System X Credit Component Ratio Multiplier Muttip,ivr MukVpl'er points {pM x aSM x AHU) 5449 1 (t ar31 o 90) 0,262 0. 15306.1 54592,5 FORM 600A -2001 GLASS TYPES .18 X Conditioned X BWPM = FPv nts Floor Area .18 1940.0 WALL TYPES A:siaoent Ibterte sear roast: ODOR TYPES Act aunt Exterior Base Total: Under Attic Web Ratted ease Total: WINTER CALCULATIONS Residential Whole Building Performance Method A - Detains ADDRESS; 42 N.E. *2th STREET, MIAMI SHORES, FL, PERMIT BASE Area X BWPM � 1786-0 114.0 CEILING TYPESArea X BWPM : Pants Type 1340.0 332.4(p) 1479.0 Em *408 DCA Fom1 000 2.36 924,1 0.0 0.00 17510 0.00 1064.8 0.10 Points 0.0 TypeiSC SIN* Clear Singts, Ctoi r Sing* Omer SIN* Ow 5fnee. Clew 3i g4, L'f Sing* C Sing'r, ekes Sing* Clear S ng r, CS9er Clot As -(Suitt Teen 1064.8 AtiA4n T0+lat: 208.8 A.28.411 Total: '44,0 Under Nue -11122 As Suitt Total: E'CfGrr geSerai ES'2001 Fl RCA" v3. a Overhang Ornt Lon Hgt Area X WPM X WOE Point N 1.5 5.0 78.0 4.01 0.89 380.0 N 1.5 5.0 72.0 4.01 0.99 58.5 E 00 0.0 310 3.78 1.00 135.2 S 1.5 8.0 'N8.0 355 1.02 03.9 6 1.3 10 5.0 3.55 1.C4 10.4 3 1 . 5 8.0 400 155 1.02 144.5 E 1.5 8.0 42.0 0 3.70 1.02 "602 E 1.5 7.0 14.0 3.78 1.02 Si 5 3 0.0 0.0 211.0 108 1.00 922 bJ 1.5 5.0 12.0 4.47 1.00 53.5 W 1.5 8.0 20.0 4.47 1.00 802 W 1.5 6.0 23.0 4.47 1.00 1110 337.0 1396.2 VIMOOPIPIIMpo Tye R -Value Aria X WPM • Points cow.% 4+1 into, E>Qeriar 32 1756.0 1.17 2066 1118.0 20819 Ares X BWFM = Paints 'Type Area X WPM a Points 0.0 0.00 0 0 F?Qora Irnsv abed 24 •r• 110 0 1.90 208.5 E.tarlor WOdd 2fl Q7 2 0 a.eo 61 c Eider* ed 62.0 1.80 718 1140 228-8 R-Vatue Arse X WPM X WC$A a Points Ammosamindbliaileam 19,0 19 0.14 X 1,00 271.4 6229 Nee: tt:W.O 154.0 As daYt Total: 11110 171.5 FLOOR TYPES Atea X WPM a Points Type R -Value Area X WPM n Points -2 t X86.1 skim Well .........m...n.�....�,r,. 00 1470.0 030 443.7 -0 .28 414.1 Stet- On -Omde Edge trout alien 0.0 97 3(D) -210 -x04.4 Stab r Onrads Edge Inata<rGon 00 2315.1(0 •2.10 -403.7 1911,4 •289.4 FORM 800A•2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details AO DI°4683: 482 N.L. 92th STREET, MIAMI SNORES, FL, PERMIT* Ak: E^er9 9 OCA Faro 500/02001 Cr MRCVS 4.22 r BASE INFILTRATION Area X 8WPM - Points A9 -BUILT Area X WPM � ---- _ - Points •110.4 1940 0 Winter Base Points: 400 -118.4 1063.1 400 . ,,,,�, v . x . 1440 . 0 Winter As -Built Points: 3681.7 Toter Winter X System • Points Multiplier Heating Po;nte Thtat X Cap X Duct X System X Cred;t Component Rata Multiplier Multiplier Multiplier (DM x GSM x AHU) - Heating Points 1053.1 0.8274 660.7 3681.7 1,000 (1.095 x 1.137 )( 0.91) 1 • CO0 0.950 3681.7 1.00 1.137 1.000 0.950 380,1 3889.1 FORM 800A•2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details AO DI°4683: 482 N.L. 92th STREET, MIAMI SNORES, FL, PERMIT* Ak: E^er9 9 OCA Faro 500/02001 Cr MRCVS 4.22 r BASE CODE COMPLIANCE STATUS saimadillorlimillairlair AS -BUILT BASE WArER HEATING Number of X Bedrooms AS-BUILT ■ Total cooling Points + Heating • Points Hot Water Points z To Points Cooling Points + Heating + Hot Water Points Points ■ , Total Points 20852 661 N.,... 9416 — -- -. :30989 .me 1530 3889 9698 28871 BASE saimadillorlimillairlair AS -BUILT WArER HEATING Number of X Bedrooms Multiplier ■ Total Tank EF Volume s lellifimillndiraMISIMMINI Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2969.00 8411.0 90.0 oafs MAIN tQtbf: 4 1.00 1!424.09 1.40 99(44 9e96.4 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 482 tie. nth STRUT, MIAMI SHORES, FL, PERMIT S: PAS £,&W OCAform 0 ErwaGsothertafttr2C01 FLRCAti422 • ?cows . .._.. . . ............; i-49iasimm' is:qui 'Nev 14sakrs 612.1 Corr/ with off brew/ ro:p.arewrients in Table 6-12. Switch ct oeoity marked clime tx---- sioarq9LCSMIsitelfil biLligt*ded- Esterne1.20 tloBiltffLMUY,O. Swimming nods a Sore 612.1 . 8s & Noted pool retel hove twits ;except e-Jer hotted). ?4on-ocelroaroia peois "attare a pop ifrnsr. Ges spi & pd heelers mat Iwo a miiirnven theme settssfISIta..Z9A......_ pow heeds 61?.1_ . ly_k_tar_uvet!flow laritiMegA•te moritleiisliS stnesm, rniluipALM_610, 'jr Otstibutim Systsins 310.1 . Al chid., fittings, mecna;loal *Meant and piefunt chamfers shall be mechanically &ached, oseted it irx1 iretalood In accorcianos Oh the oriteria of Section 310. Ow; in thrttxxlitiontd Wes. R-tnin. lesultir 14y2_ Ctrarois tort 604.1, 602.1 - . .. ,ftiefitb44bis inemild or autratio thenAttLor evil neon. losulation CeiEngaMin. R-13. Conn*, mils-Frains R-11 or COO Rr3 both Wes, earnmon oeSele &floors Rri 1. ----................... - 600A-2001 Code Compliance , Checklist Residential Whole Building Performance Method A - Details AOORESS: 402 N.E. elth STREIT, MIAMI SHORES, FL, 6A-21 INFILTRATION RIOUCTION COMPLIANCE CHECKLIST -. S:24.eoftiffs eriaricr $ Miami Ws% Rocas sod 1.4dIn3 Tbetres AOcJJc ct qts &i1 8C.1 3 wows MR 6A01 p.1.1mr 0.444,ftvAndqlfiBil -5 Cfflvs94..t2LM__ 1C.1.2.1 CO.*, gags*, wattearatip or sa41 betattakwinckssisidoors & Panes, surroi.incling *et foundation red aka* et sill pieta joints Wooer+ *Akio VAN twee it wive; :May penetrations; Waves) *d panels & tvpbceora iestoe; biewssn %Ms and eXCUPT1ON: frame wails where $ cortinooue IrittatIon beret instated that sterels pc" srat is sealed to. th. fetindelon 1511.1 ley plate _ 803.114130.1.12 Penotrebonskpenino waded treks backed by his s J.3111 alembics, ID:CEP Met Fran& floor; *hue t oondnuous kiii Wow 3 installed tat Is *Wad to tie peririer,,pon.stretions arttusys__ 600.1.ABC.1 2.3 Between di & calings: peneketicris of vrrg plena d tcp !We; around she% CrVieefi sons, ctirnreys, cabinets to continuous Air ban* gaps in gyp board & top M* stbc access. entisTiOta Fran, i ()stings whore aoontinuove infiltration barite is ireWal that 1 seeW thlf MItC.4 .. 2A Ts reed wth no per.ricatiom, seated; or Type 113 or ;Poo-it: (-get, instated Inside* twist bC% Wilh 1!2' c:eaterke a ) from 4tit Cr TYPO IC rated wit 4 2.0 Om frcrn MVI*Ou'Y EfriiuRe 606.1 Al3 2.3 r P j?gmf i orcv4 y 1;etwean ficte8, Ibtatet fare Acted to oulidXet, dirvero; Canboation spaos heaters comply with NFPA, taus ewumbiLzasieasetwiw....eme • • ' • 2 &wit toCA Form 60CA-2001 Er ergyGaugea6aiti-32001 FlitCPS 422 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. Nov coiwn.ledoe of e istiaa 2 Single fdmcly or multi- faoally 3. Number dcults, ifouiti -t enly 4 Number of eadroonas 3 le this a worst case? 6. c 4 1 & ) 7. Glass area dr type a. Ow • sirgla pane b. Cletr • double page a Tig,Jcahsr S1tCC • sv44. woe d. Tintotbta S1iCC • double pats 8. Fluor (Ypa I. Stem Was b. Stab•Oa -Coale Edge Lsouletion a 1 OtSett 9 Wail types u Covets, lot land, F.xtefice b. N/A a N/A a. N/A t 4!A 10 Ceiling types L thtder Anic b. N/A o. :+1 /A 1t. Duets a. Sup. Ina Rem i'ac. Alt lntti-tor h. NA Add; es9 of New Home; ESTLMATED .ENERGY PERFORMANCE SCORE* =s 817 The higher t11e score, the awry feat tie borne. Mr& Mrs. WADE, 442 N.E. Oath STREET, MIAMI SHORES, FL, New _ 11 Cc os systetrts Sioalh '�udrY 1 4 b. wA ho 1940 fl= a N/A 337.0 lt' 0.0 II' 0,0 a' 0.0 tt• b. NJA • 14794 A a KA R-o.O, 233.1 > 97.3 ft* a. E3oc:sie Rat stenos • 1731,3 A= — R - 19. 1940.)11' R=4.0, 43.0 it a. Coma' lTit Cop: 60.0 kDtuMr Sf.E.R; 13.00 . 13. Hee :atg s share a. Electric Strip Cap; 318 k9tW r COP: 1.00 14. Hot weal tystams b. NiA s. (boservetice crad4a (}ill -Flat recovery, Soar DAP- Dedita;od heat pt:mp) IS. 1iVAC credits (C?•a'!ing fao. CV -C+ota voitlla'ion. HP•Whott Douse Aim. PT-Props vox eblehrtvr etat, MX.GMWtizetle coolie=, M3' i to Netts) 1 coal that this home has totrp•.led with the Florida Enavy E83ciatcy Code Fot Building Co istritction through the above eaeagy saving f*Stures which will be installed (or exceeded) in this hotne before final inspection. OtberAise, a nt:w E1'L Oisplay Card 'sill bs ectpketed b,sed on installed Code compliant futtwes. 13.:114er Signature: Date: City/Ft Zip: ?T. *NOTE The home's estimated energy p o forrnarnee scent is only available Aron?' the FIAJRES catn program. This ts�}c a Building Energy Rating If your score is :0 or greater (or 86 fora US &'.t/DOE ErteigySla9' detretartion), your home caoy qualify for emery e.eciency mortgage (EEMP trace itNes (if you obtain a F/widp Eivr8y Gauge Rating. Contact the Energy Gauge Hotline at 521/¢18.1 f92 or see the Energy «rrga web site at )emelsec tecfedufor irforrn cfcr and a list of certified Raters. For trfonnatfon about Florida's ,Energy Efficiency Code For Building Construction, contact the Department ofComotteriry 4,f'a rs at 83014874824. Eno gy.Gauge4D (Version: PL1 &CPB v3.22) Cap: S0.0 gelloos E0.36; FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Fl orida Department of Community Affairs Rei;idential Whole Building Performance Method A Project Nacre WADE RE81OENCEREV2 Address: 462 N.S. $2th STREET City, State; MIAMI SHORES, FL Owner: Mr $ RAn. WADE Climate zone: South New 0unstruation enlatiog 2. Single family ui multereatily 3. Number of units, if t>md•>�tAity 4. Number of Bedrooms 5. Is this a wont Gene? tY. conditkaod boor atop (t1 7. Glass vs.a k type a. Odor • sink pane b Ckei - double pane e. Tint/otke SHOC • single Dame d. 'l'irNotiser SHOC • daubIa panel 8. Fluor type a. Stem Weil b, Sleb1M -4rade Edge Ire/W :Ion 0. 1 Others 9. Wall tppee a. Come°, Int lesui, Ext,rI b. WA c. N/A d. N/A a N/A 10, Ceiling typos & 1,:nder A:tic b. N'A a N/A l 1. Ducts a. Sup: t'na Rat: line Alt In once b, `/A G lass/Floor Area: 0.17 New )2. Colts nateats . I Slagle fiavty a.. CerereJ Unit Cap. 60.0 ls,Rtutr 1 _ SEE&13.00 :2- 1479 .0 ft' R=0.0, 235.18' 97.38' R•32, 1758.0R' 3 : , 1 9 . 0 , 1 9 1 0 0 1 1 Sup. R•fi3O,430tt Total as -built points: 28871 Total base points. 30989 reby certify that the plans and specifications cover hia ce :culation are in axplianaa with the Florida Code. AREO 8Y. 7 - � -4 #47 certify that this btr1diny, as designed, is In oonvfanc4 with the Raids Eneegy Code. OWNER/AGENT: DATE: 337s A° 0') A' 0.7 its 0,08' 4 — b. N/A No 13M0 R' a N/A 13. Ht s ting micas i E1 xhic Strip EnergyGauge, (Version: F'.RCPB 422) Builder; Permitting Office: M1ANI SHORES Permit Number: Jurisdktikrt Number: 232600 Csp: 3,2.6 kStu'M -- CO': 1.00 _ b, NA a NA 14. Hot walk. systeass a. Si ou Resiataocc Cap. 50.0 gdions bp:0.S.5 y. b, N'A c C <xactrttion ire i 3 tilt-Hoot too:airy, Solar C/1/ Healed Leas pump) 15. l{VAC credits (CF•Ccitin1 fie, CV -Crtas weatilation, Hir•Viloo:s hum fen, pr- Frogtaa ostie tbeemcstat, l t - C- Muitizone cooling, 3.1ZH- Maltizooe heating) PASS Review of the plans and specifications covered by this cilia., lotion indicates compliance with the Florida Energy Code, Befcce construction is completed this building will be inspected for compliance with Section 663.908 Florida Statutes• BUFLDINt3 OFFICIAL: DATE: FORM 600A•2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADORESS; 4$2 N.E. Q21h STREET, MIAMI SHORES, FL, PERMIT it &VT" Goor9 DCA Form 9044 Enrnyyc7r'++q. V1m &$'9001 Ft.RCPB 4 .22 BASE r AS -BUILT GLASS TYPES Conditioned .18 X Conditioned X 8SPM s Points Overhang Floor Area 1 YMW/SC Ornt Len Hgt Area X $PM X SOF • Pont i to 1l4Q 0 3150 11349.0 3ir�lR CFw N 1.8 s ,0 78 0 33.34 O Oa ad9. 2s Single. Clow N 1.8 8.0 1 2.0 33.94 0.01 "633.0 Sit*, Ckor E 0.0 0.0 :80 7343 1,009 1 $ I Cb0^ $ 1.5 8A :4-0 9219 0.87 1413.5 k, C1.rr 3 1.3 5.0 5.0 82.19 043 250 Su+914 Clear 3 1.8 e 0 40.0 82.19 0.07 2174.7 binpi4, Ckar E 1.5 8.0 +2.0 73.03 0.96 Single, paar ?942.9 E 1.5 1.0 14.0 73.03 044 882.1 Single, Clew 3 0.0 0.0 28.0 82.19 1.00 1617.0 Slrty4, Ck41r w 1 S 8.0 12.0 66 53 0.92 121 9 t1112* Ci W 15 10 20.0 85.53 0.92 1203.2 Singe, Clow w 1.s e.0 28.0 63:53 0,92 1564.1 A$ -t4tlt Tofat: 537,0 103$7.2 WALL TYPES Area X 138PM s Points Type ue Area X SPM a Points AcIlocent r w. ...- 0.0 0.00 0.0 t?orinuts, 94 109 Ex9w1or '1.2 2758.0 E�14ri0r 1758.0 2.70 4748 2.87 4823 5 imiliklimitaliparlallaftwoowavasmamenislUi lm Total: 1756.0 4744.6 /4s €Juilt TOM: a 1756.0 4625 8 DOOR TVPE$ Area X s$PM = Points Tv Area X SPM s Points 54.0 8.40 348 6 20.0 0.40 188 0 42.0 6.40 243.8 Adj47enf 0.0 0. 0.0 &drro► IrstAatad Exterior 118.0 8.40 742,4 EA** y exterior Iniuiatio6 Eno Totes: 116.0 742.4 Aa -13491 Totak 1f i.0 -s --. 802.E CEILING TYPES Area X 8SPM o Points Type R•Value Area X SPM X SCM 0 Points Una Attic 1940.0 2.80 5432.0 Under Attie 19 0 1940.0 3.72 X 100 7216.8 Soso Total: 1940.0 54S2A Aabunt 1 .,.,�...., telo,o , 7L.e 14M /Iq ®��. FLOOR TYPES Area X 63PM = Points Type R -Value Area X SPM = Pointe slab 332.4(x) - 20.0 - 6848 star, Wail 0. 0 14790 .420 Ita3aed 1410.0 -2.18 41948 81eE- OrtGvado X19461 F� lt+eutit{o� 0 0 97 3 ( ➢) • 2000 1848.8 31a0.0NOrsde Edge Iniule50n 00 238.1(p -20.00 -4701 8 23 As•Hul 8 41ft Tote!: •120684 �...... !'' „ 1x11.4 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details .-.a. _.._,.._. ADDRESS: 462 N.E. 22th STREET, MIAMI SNORES, FL, PERMIT # .,....w. ENPI Ceuge'd UCA Form 9O0A•2A01 6r14ttoGaaupetrF.aR(SS'2O01 FUtC1:13 Y3 72 BASE AS -BUILT INFILTRATION Area X (3SPM ■ Points Area X SPM 8 Points 1940,0 1 0.79 36452.0 1940 0 1x78 :.946,2.6 Sumner Base Pointe: 48879.8 SummerAa.Buiit Points: 54592.5 Total Summer X System = Pointe MOO ler Ccang Pants Total X Cap X Duct X Syst.am X Credit = Component Ratio Multiplier Muft;plier Multi oiler (Om x DBM r AHU) Cooling Points 48879.0 0.4260 20652.1 Nilamirmoamw 5459t2.5 1.OW (1.073 x 1.165 x 090) 0 2 0.950 15305,1 54592.5 1.00 1.125 0.262 0.960 15305.1 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details .-.a. _.._,.._. ADDRESS: 462 N.E. 22th STREET, MIAMI SNORES, FL, PERMIT # .,....w. ENPI Ceuge'd UCA Form 9O0A•2A01 6r14ttoGaaupetrF.aR(SS'2O01 FUtC1:13 Y3 72 FORM 600A -2001 GLASS MAI .18 X Conditioned X BWPM S Pointe Floor Area 18 As-Ol*ilt Tato WALL. TYPES Area X i3WPM * Points Type A@;sart Fria 38w Total: 1709A 10848 A -il4i1t Totes DOOR TYPES Area X OWPM = Points Type A4acent F.)1ario( este TOW: CE.IL240 TYPESArea X OWPM = Points Type Under Attic Web Raised Dotal: WINTER CALCULATIONS Residential Whole Building Performance Method A - Details A1XREs3. 442 N.E. 1940.0 0.0 0.00 1758.0 0.60 0.0 0.00 1.80 119.0 110.0 1940.0 0.10 844. + Tote(: 1 W0.4 194.0 FLOOR TYPES Area X SWPM ■ Paints Type Er4 0CA Forth 500A 92111 3TRg r, MIAMI SHORES, .... �L PER M�r 3 -�--�-�--°� 2.36 9241 10549 278 6 194.0 332.40) -21 fiat 1479.0 428 4141 0.0 Type/EC Sing* Clear 3408, Clow U94 Clow lino, Ow s ng e, Clw Up. Ckrr $ ' 4, Clair Sin9's, Clew singm Crew Sxyis, Clsrrr Sing,, Vow COna'419 1r4 k st , laderlor 0 0 ederior rr u;ated Exer a Wood E)4er!or Insulshq 204.8 As- 8uittTotal: Under Attic M &$t To M liken Will Slab- On-Om% Edge Stab On- wade Edge •11422 As aunt Total: meld ton IntolOon AS -BUILT Enertry(„ iietraitES'2001 Fl v3 22 Overt+iang Omt Len Hgt Area X WPM X WQP s Point r N 1.5 8.0 78.0 4.11 0.89 380.0 N 1,8 8.0 12.0 4.91 0.99 515 5 0.0 0.0 08.0 3.78 1.00 135.2 3 1.5 8.0 38.0 3.56 1.02 49 S 1.9 90 60 3.55 1.04 194 8 1.8 8.0 40.0 356 1.02 44.8.5 E 1.9 8.0 42 329 1.02 180.2 E 1.5 7.0 14.0 3.74 1.02 535 S 0.0 0.0 29.0 3.86 1.00 922 VJ 1,5 8.0 110 4.47 1.00 53.5 W 10 8.0 2).0 4.47 1.00 802 W 1.5 8.0 23.0 4.47 1,00 118.0 337.0 13162 R - Value Area X WPM • Points 32 17590 �~ 1,1 r 20699 1718.0 2069.9 Atea X WPM - Points - !4.0 180 97 2 :00 2.80 ea.c *2.0 1.80 708 1190 2289 R -Value Area X WPM X WCM a Pointe 19,0 1410.0 0.14 X 1,00 211.9 19 _ ?71.4 � tt R -Value Area X WPM s Paints . - ,..r w..,, 000,0,., 0.0 14 79.0 0,30 443,7 0.0 97 3(p) -210 -204.4 00 235,1(p -2.10 -493.7 1111.4 '314.4 BASE ,. mowiNemmemmradVINNWasamt AS-BUILT iNF1LTRAT1ON Area X t3WPM = Points Area X WPM x Points 1910 •08 -110. 14400 -0.Q4 -110.4 Winter Base Points: 1063.1 Winter As -Built Points: 3681.7 Totes Winder X System Points Multipiier * Heating Pouts Total X Cap X Duet X System X Cted;t ■ Heating Component Ratio MuitGplier MultWer Muitip Points (DM x D$M 0 1063.1 0,8274 660.7 3681.7 1,000 (1.099 0000.137 x 041) 3681.7 1.00 1.137 1, C00 1.000 0.960 0.950 38991 3869.1 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building performance Method A - Details ACCRtzSS: 462 N.E. 22tt1 STREET, MW1U SHORES, FL, gn«y1c 0000 acA loon 9odA•2001 etyargyila.ctorielE$1001 PIMPS a.22 PEWJ iIT # I BASE AS -BUILT WATER HEATING Number of X Bedrooms .,.... _.,,T.. Multiplier or Totai Tank Volume EF Number of X Tank X Multiplier X Credit * Total Bedrooms Ratio Mu tiptier 4 2969.00 S4730 90.0 As- ee+alt' tot 0 .8Q ..,...,, a-.•. 4 1.00 2434.09 1.00 9040,4 9696.4 FORM 800A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details A 8833: 482 N.E. Seth STREET, NAM MORES, PL, 20852 BASE Cooling + F•ifrsting + X901 Water Total Points Paints Pints Pointe 661 CODE COMPLIANCE STATUS AS-BUILT 9478 30989 Cooling + Heating + Hot Water le Total Points Points Points Pants 1636 3869 9698 28871 PASS PERMIT iF: FORM 800A-201 Code Compliance ,Checklist Residential Whole Building Performance Method A- Details AbORESS: 402 STREET, MIAMI MOREL FL, PERMIT * SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST P11411441521 Nos opit t Usti' & Aclacern Weis d03.14430.1.2.1 JL COIN, ' 90 1 3 .1ASC,123 Recessed tiltiti!ta Ftures e40.1 A/SC.1.2,i I, eared; or ti Type /C or nors-IC dad, ineislied kaki.; a 606.14,S.1?.:17AT—qAlEg-^.20.1-WsinlY 1?") Motional Infiltreifon race.s 6O1 ABal 3 ltd-acat fans Anted to *Moors, diem); tivneuetion apace (14it comply eth rice cambus NP aiesweeLmockee 4 2#0M, Whew Heelers Air Oltributkr Sys*ra auletat AIN*, gm 4 st, weetlierstrp V seal tobvetv'eAridaseildows Pares, surroung 'A* foundation 4 red wit co ail pie* jC■nts bobecien se** prigs at Ornee; uiy garetrocivu: between wed Panels tayfocitsee plait% betvaiel eels ar4 fioer. EXcerrlOat Fraparveas whys ovitiruous Iniftreton barrier . Idinsied tfai *dew& Isieedestikite PeretreSont4ixenhze eeeiwl wires becks* by Ms of loll t meet**. PYCIEPT/Cet Fran* floor; where 1 Condflucus het betar initared Itat * wield - Efetweia frith a Wino% peo44riricns uf plane ct icp floor; around gees, Vireos, soffits, thionrays., cabinets sealed to ccrtinucca sit ben* 'in RP board Pia* ate etc tee. EACEPTIOM Fnrent oatIings *nem a onlinucus to/ittatien beefs is ltraUSItd hit Latost aentsealp.,_ rxe IC Reed with no peret^ation *deed tax eft 1/2" cearano• a r froen ine.kivt Cr TX, le railed with 4 29 cfln ffcen I o l n ikttireitia . *1 4. .14,:. + . . ..... ' 4 ; . J i . ,:, ?..• • , , . stgtLbjjjixtat.natj...., - V2 .. .'. • 4- •. 'L... ■■■---,_,•• ■••-•■••■......'''.'-'-'°•"..." Corr* WI isrlbervsy istir rabid I-12. Switch o oiserfy marked circuit .k 012.1 aklirtalt—W_Isiet/P3 b/LtilfeeLeal--__U_STIWVAL..n Nittit..V.Aql:-. - aim 1 tof474 p Met l'ems cows (apt so* Noted). Uorrocrarevis pools mull torie s piano they Gas sp I ii pool 144Ors MIA M. a INtntill 84.1 •15CitlY.Stirhz____—. -- , . „. Mai watflcui jaatttctpjAvslotxgaslvj;:i.fr.eio,ttt_u_L_Q, ,.,. Alt ducts, flirno, rnot-llanioal egitenent and plenum Oirnbarli sluil be rrealoicelY eitcfsd, seied ireulited ind initial* In accordant* veith thil arifteria of Section aux 04 40.0..kNo2.2._ atom 11-.41(414Iiic,___ -.. ... . 602.1--- Ceignpehiln. ft-111- CorreVr1 wags -Frew* R-11 St COS R4 VJ®1 ecrnrnon ...d.............11...• 71. vrnwnws.IIII6N1a1whdb,.AJ..11PRII.W■rallb.........,•enar......aaNr.•m•rr...b.e Enter/Gouge% CicA Vern, ecoA-2601 ensrgsfSince*iriailin201 riatcPia 422 1. New cortstructioa sx aostiaa 2. S ag;aa fa;N :ly at r3uui- frattly 3 ?Amber i s, ifechiAltrntly 4 Mamba of Badman 5. 14 Utu a Aatst case? 6. Car ditiocad t1vor area (h') 7. Oats area tt typo 0. C :rdr • sires pare* b. C3 .ir. 4,tt1s pRo4 s Tiutrrtl to SHGC - a;ngle oat i. Tit SliCC • dat11s pace E. Fluor types s. Srtew Wall b. S;i 04We Use Lurt$sevn e. 1 O 'nets 9. Wail types a Canaete let :asul F.: device b. N/A a NIA et NA e. :WA 10. Ceiling type t. under Arlie b. NA o. NiA i 1. Duets a. sLp::i,a Re: t.ac. AM: Intorior b. NSA &Rh e60 of New Horne; Now - 12. Coal /as *tend St 514 flatly 1 4 ! b. N/A No 1540 a N/A 3)7.0 h' 0.0 R' 0,0 a' co re R .4, 1479.0 V R= -e,.0, 2111 iN 97,3 ft* R -3.2, 1138.1 R -19.0, 1940.) R' _ Sep. R=4.0, 43 0 it CityfFt Ztp: 13. H,atca4 eyttmne a. Electric Strip b. N/A c. ?L'A 14. Hot K aka swam, 1. Ekx;ric Rsxis4noe b.N,A ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ,ENERGY PERFORMANCE SCORE* as 85. The bfgber the corp (, tine sort efficient the boase. Mr & Mrs. WADE, 4 N.E. 92th STREET, MIAMI SHORES, FL, I ce4ti fy that this horns has compiled with the Florida Energy Efficiency Code For Building Co•lstivetivn through the above energy saving features which will be installed (or exceeded) in this home before tins' inspection. Otben ire, a new EPL 17isp1ay Card '.ht' be oottpieted tr,sed cqa installed Code compliant features, !Builder S,gr ature: _ Date: - t Cenral that Cap: 60.0 kl3ryyr SE 13.00 s Coosartioo aodib (HR. -Hsu recovery, Sodas D11P•Dedica:ed rear pact) 15. HVA,C credits (Cr (Wing fm, CV -Opts motels k % NP•Whole Dow* Bm, P r •rrogrembable T1 ernx'tat, Mx.- t:Muh!zoue coshes, i'{-M&»•.ate Retries) PT, *,VOTE. 1744 home's estimated energy perbrnaurdce scare is only available thror(gh the FLARES computer program. This fs.r�}i a Building Eiten& Rating. Zfyota score it 80 or greater (or 86 for a US EPA/DOE ErtergySraY derr'g>tarron), your hone moy quo( f for energy eb ciency mortgage (EE ) fscenttves Itsyou Mater a Florida Eoergy Gauge Rating. Contact the Ertel, Gauge !Cortina of 4211698.1492 or see the Energy Gale web site at wniefseaueledu for irifarvntic)t and a list of certified Raters. For irjormatfon about Florida't Zoo g}, Efficiency Code For ButlaIng Construction, contact the Department of Cortrrlaai y e rs at 850/4'87 3r'w'3yGaugo'ED (Version: FLI &CP3 v3.22) Carp: 323 k9twhr COP: 1,00 Cap. $0.0 i atluos 1 :0. E6 Wit Consu±tlng &vineors, Ina t460 N.W 164leatace h smi Lei FI me, Te1:0O1 MVOS Unit/ Arta served: BC1U-1 Rcsidauial Cooling and Heating Lw►d Csk ulations 3b ed ou ASHRA51597 Ha:ailsocit ottaadarnen.Ala (taptt: 27 303 Neme: WADE RESIDENCE Pro;'ect No.: 02.233 o,Se tso.: 10.0233 patq: ! 1/05 02 Calculated by A.M. Chtcked by liVa SOLAR SHADE T. AREA ankla !m AT U T, AREA = BrIU VE N.Gtaaa 20 x x 90 1800 N, Walt 14 x 0.3 x 411 NE. Om x - 0 NE. Well x x - 0,0 E. 0651 47 x x 98 • 4606 1~. Wall 24 x 0 3 x 488 0 .5 8B.Q1ass x x 0 SE. Wal x ; - S. Glass 29 x x 151 ‘• 4379 $. Wall 17 x 4.3 x 374 - ►90 S. Gta:f x x - 0 SW. V�la1t x x y 4920.0 W. c31s�>i 47 x x 63 = 2961 W. 94 :11 24 x 0.3 x 485 - 3.0 x x - 0 NW, w'a11 x x • 0.0 NW. (#tafs - 0.0 Hsn►, Glass x x • 0 1{nto a all x x T. Glass area Subtotal 13746 T. Wail Are 1158 Satrtc�tal w 10639 LA Ar LJ T. AREA EMMA [DM ETV/Unit TOTAL !x' I._. 230 x 4 - 920 Partition 13 x 0.09 x 0 0.0 Poo plc • 1200 Roof 48 x 0..05 z 1940 - 4656.0 Kitchen 1200 x 1 13 x 0.4 x 1979 * 7690.8 dnfll iVanl. n I.1XQxUT 124.15 x 16.5 X46.6 - 0.0 Mi aoeilafooa$ - 500.0 Cailiss4 x x Subtotal = 4669 5vb►�tr►1 - 12347 TOTALS X41401 fir (iTH =TOT. SAS. x 1.3 53821 l3taMr TONS y 4.5 T LOSS USE .. 5 Tons Cif • 2000 ITE M 7. AREA a U 1 1i8 sq.Ft f r - 3 88.0 Walla 1758 x 27 x 0.3 1.0 Rao"° 1940 x 2T x 0.05 u 2619.0 Cl`M/sq.ft - Floor 1419 x n x 0.4 - 15973,2 Glass 402 x 27 x 1.1 - 11939.4 vamt:talon - i 17,07x0' 1.1 x 27 it 124.16 = 3687.6 Partition 0 x 27 x 0.09 - 0.0 TOTAL 48459.0 B1W11r KW 14.2 Kw Q *ARCHxVVL160- 0.48 x 15520 1 60 - 124,16 Ara A/C- 1940 Sq. ft. Volume A/C= 1940 x $ = 15520 Cu. I Yamil Kuri, P.E. 3580 Rockerman Road Miami, Florida 33133 Voice: (786) 290 -7283 Fax: (305) 860 -5657 Civil/Structural FL P.E. # 44726 FL S.I. # 1085 (NA DE ,25 /.ENG 152. N2 w/No / v/NDDVV,p40 2- 1'0- 6,4. Go/ND P s5 C!/e4 5 f.56 ( o ' , l`�, Z o/v& 4 (/4& r / ? //) fam (/s 4 Zo iI,O L f39 x /'2/ /1-7 �Sf / = - / / ' fl fl z'Ng f39 /r2/ = 7'¢7 f'Sf 1 35, 3 / (10 - 35.3) a, C / 3 2 - 1. (9 9 - 3(%"2)0 - 4 /' - ¢2. P L oNA 5 ( /1G NP /4 f 39 Ps ( sary4 - Q5 ZatJ, 4-) 47' 2. / (54,2 - 5 a /s/c 1 N00 S,S# () /M O N IIOOA '01\100 „9 LX „O — A }awyrosllag4ai}oyss bL65 1+86(S0C) :d VG12J0 `S32JOHS IWdIW 13381S H126 '3'N 17ti8 1 'ON '3'd 'l3 N33NION3 1ddf110f1NIS '3'd `3IJVHS °VHS A ook=8 ��LNd1d co -L -1.0 M N >10018 „8 dRAO 000n1S :O (8 /g) S1d00 Z ; (dA1) '0'0 „9 L © �Nl�d 1`d1NOZIdOH ]01AOdd N011d1nSNl 8 -d '0•0„9L© ONIddfJ '0M „Z„ L d1A0 •08 'd/)O N 01 'N V 9 Ell '1SIX] '1N00 dOIS IL '1'd „ cc — c N011'dfnSNl 6L MTN 1000 ON1011S „9- ,9X „0 - ,9 d00a M]N G N 0 ). 8 NI100A cc p :TWOS tl1�a ��Q�V Id cc O c -s NO 'Jaaulbua o} }InsaJ }sa} Ho }iwgns hogs Jo }DDJ }uo0 7CJo }DJogDI bu!}sa} panoJddD Aq paLuJolJad 'bu!Tsa} paJlnbaJ IID }o sasuadxa ay} Jo; alglsuodsaJ si Jo}ODJ }uo0 •a }aJOUOO g }IM }OD }uoo ul Si pooh aJayM pasn aq IIDys ID!Ja }ow 6uI }oJodas panoJddy 'ISd OOZ L uDg} ssal aq }ou Hogs 6ulpuaq ul SsaJ }s Jagl. uanWlum •suold pa}DIaJ y }IM pa }DUipJOOD aq IIDyS IDOIUDgoauJ `IDOIJ }Gala ` }SDM qn} `6ulgwnld Jo; gols Joou. a }aJOuoz ay} nJy} 6uluado IIV •pa}}IwJad aq IIIM 6uiddlgo oN• }SDO a }aJOUOO o} JoIJd }no buloolq Aq paJlnbaJ so gols a }aJOUOO nn.} 6u!uado apinoJd oils Jo }ODJ}uo0 . ,, o2 WnWluluJ aq IIDys buloJo ;ulaJ asag} Jo} y }bual aolld9 •IID }ap 6upJojulaJ uuanIoo Jad SD `Luo }}oq p uD do} ay} To Luoaq a }aJOUOO O.UI bUiOJOIUIaJ pua }xI „0 -,8 01 „o —,: uaaM}aq s6uluado :o apls LIDO0 }o Hap pa}noJ6 ul 6ul3JOJulaJ IDOI }Jan 5# L apinoJd •suwnloo a }aJOUOD 01U1 „ - 17 SaJIM pua }x8 •O'D «9 L © sIIDM AJUOSOUJ IID Joj. ad�C} ssnij pulp /JUOS0W paoJO }ulaJ Joj. ad�C} JappDI `6uIOJO }ulaJ ID}uoz!JOy 8# apinoJd •uot}oadsu! Joj. lanai yoDa }D - win XJUOSOUJ paoJoJulaJ ;o uao } }oq ay} }D buluado apinoJd IIDgs Jo }0 OJ}uo0 'apo0 6ulplln8 }o i uoI }oas y }IM XIdUJoo IIDys Jo }DDJ }uo0 'a}aJouoo g }IM pall!} Alionul }uoD aq IDS S }Iun /CJUOSDLU 6uIOJO4uIaJ IIV 'I'S'd 00gZ ;0 y }6uaJ }s ObOJaAD uJnuJlu!Lu D y }IM ,H, adAT aq IIDys IIOM buiJDaq pool IIV 'apoo bulplln8 DpiJOIA y }noS 10 spJDPUD }s }sa }ol ay} o} uJJoluoo IIDys N011`d1nSNl L L - d '1N00 S# (Z) /M ONI100H '0N00 „9 LX „O L MAN N �a MAN ONiddfA „Z / L / M NO1111ddd DOOM M]N GAON ,LL'OL+ 'AI18 N M]N ON ,8Z• L L+ 'A81] OOd .111111n M3N ralana '0'0 „9 1d ONl GM 2X L d]AO a8 'd,kO „Z/ L 711Ptt t i�i�i�i�i�i�f►! i�i�i�i�i�i�i�i��' a` ��i�i�i�i�i�i�i�i��i�i�►` ��i�i�i�i�i�ih��i�i�i�i�i�i�i�i��� !►�i�i�i�i�i�i�i�i�a 411 Al * 4 4,jr *1r ♦ NIVW1d O1 NWn100 W'd]8'0N00 '1SIX] 1VIdf1VW ONI1SI1 000M ONIN8d0 8d1S S>i0018 Th 3N00 d�Oa81 Z LX(z) /M '0'0 „9 L SiSIOr d00 000M •1d „Z LX „Z MTN NIVW]d 01 :004 T111 '1SIXI > dOM HIIM ClEIHLLON I8 - 1 - 1V HS A N IO NA HI `adA1 N f100 N S I 'ASd OOOZ NVH1 SSal AO , IIOVdVO ONIVEE3 V AI '1SIXE 'ASd OOOZ AO , IIOVdd0 ONIedVEE - 11OS V IV Hl ).AILJ A 01 adlfO dO10ddINOO - 1` eAENED 11VM ONIdd39 ('d/ll) dlONVH 1SIOr 0 LZSn1 NOSdWIS MAN NIVW�d 01 11VM >10019 '1SIX] £ 0 - L - l I�. •apin6 D SD }JodaJ Ilos IDUl6IJo ay} asn pup }oafoad sly} Jo} Jaaul6ua Iooluyoa }oab }o SUOI1DpU WJUJOOaJ IID M0110.1 O. JO 13DJ1U00 , L gDIS „Z SWDa9 s• • • • suJoaq apDJO ,Z/ L L • suuanlo0 :sMolloj. SD JaAOO JD 010 5UIDJ0 }ulad •Snoau011aos!LU puD sla}u!I Jo} sJDq t�# lDUOI }IppD uo} Z/ L puo sJDq 5# IDUOI }IppD uo} Z/ L apinoJd •Ja} }DUJ SnoiJa }clap Jag }o puD G1DDS ` }SnJ }o aaJ4 aq Hogs laa }S buloJo4ulad •s }Joddns aye Jano pals 6uloJoJulaJ uao} }oq puo uods •pluu ay} }D laa }s buloJo4ulaJ do} d1 •9 nJy} L lq °1 29 -9 L2 IOb y }!M aDUDDJODOD ul aq Hogs sJaquJauJ uolssaJdwoo Jo; Ja }auJDlp JDq 02 uoLu. ssal }ou aq IIDys saollds buloJo ;ulaJ puo slatop uuanlo0 •SJauJOO 110 10 sJDq JauJOD (a1PPIuJ ayl uI }uaq) 6uol „o - ,g g # -Z apinoJd •pa >looy aq IIDys `bUpJO }ulaJ do} IID ;o pua snonul }uooslp Ild •}uauaaooldslp }uanaJd o} puo bu!OJOj.uiaJ ag} TJoddns o} JIDyo alonbappo apinoJd IIDys SJO }oDJ }uo0 (uol }Ipa }sa }OI) SN011`d01di0�dS `ISdJ PUD 10`4 ay} o} uJJOluoo Hogs }uauaaoJO }ulaa Hp }uauJaoDld puD suon.oDIJgDi. `6u!IID }aa 'SUOI }DUJJOJ.ap g02 - V W1Sd 09 apoJ6 g 1.9 - d W1S'd a IIDgS pals 6ulDJO }ulaJ IIV NV 5# (17)/M I1]dON00 „Z LX „8 n1 o7 g# (L) /M 511]0 GT111_d 81ad0NO3 „8X „8 U-1 OS tTh 00 NOI1VONnOd �0 NOI1dd`dddd 1=S ONIOdOdNIad NIVWad 01 ONI1SIX8 g`0 '(d/ll) WU1S/ls Og LJ.H 1IH 111IH /M a]IX0d] ]8 T1VHS and 'S - 11]0 011114 '3N00 d0 '0N00 01NI „9 a3a]8W3 ]8 11VHS 004 '00 „91.© a80`ddS SO0d C]8ad8dH1 0 8i / q /M aIoaii ONI>i0S0 00M/l - ld X00 „+7/2 /M (Z ' ]Nld 'OS) •0'0 „9 L © 1SIOr d001� 000M '1d „Z LX„ 11VM ONIdd]B © ('d/ll) dlONVH lslor o Lzsn1 NOSdWIS MTN ]a'ddo ]A08'd „L 'NIW 1001.d OISldd MTN V G noA „6 •ap!Jolyo uanlojDO }o aaJ4 aq hogs pup uoI }oaJlp pa }uiJd s,JaJn }o u! (lonba Jo ladonby) aJn}xiuJpD }ualladaJ Ja }DM IDJba }ul apinoJd ' „ -v/2 azls UJnualxr_ IIaM puo uDaIo aq IIDgs alD6aJ66d •apo0 6uiplin8 Dp!JOld y }nos ay} puD 22 -0 W1` papDJ6 Aldwoo IIDys Sa}D6aJ6bO }yblaM Jolnbad '05L W1S'd o} buluJJo }uoD i ad/4 puo14Jod aq Hogs S /Dp 8Z © ISd 0002 a }aJOUOO IDJn }O s/op 8Z © ISd 0002 S/ 8Z © ISd ' s�Cap CDp gZ © ISd 000 000 S (uoid ag} uo p asIMJag }o ssaiun) SMOIIoJ. so aq IIDgs a}aJouoo IDJn }DnJ }S IID JOJ g ;buaJ }S anlssaJdUJOO u •Jaaul6u9 Jo /pup }Oa }IyoJD ay} Aq IDnOJddD o} JoIJd SJOUMO ay} Aq panoJddD pup pa }SnuJ sJapJo abuDgo IIV 'SUJDJ6oJd puo suo! nDoaJd A}a ;DS JO; JO `saJnpaooJd Jo `aouanbas •SUDaUJ UOI }onJ }SUOD JO 06JDg3 JO 10J 1UO3 @nog JOU `JOj. algisuodsaJ aq - Tau IIDys s oui[ •pa }oaJa uaaq SDg aJn }onJ }s ay} Ja vD suol }Ipuoo play 6uI }oil ;uoo }oaJJOO o} aan11oj s,Jo} ay} Job. `JO }DDJ }UOD ay} o} apDUJ aq IIDys sluaLuAod louol }IppD oN '4IIglsuodsaJ JO }oD aJn }onJ }s 6ulpllnq sly} 6ui}oaaa }o aLu!T ay} }o ( IDJn }oa }IyoJD puo 6uluol }Ipuoo J10 'IL `bulquJnld `IDJn }onJ }s) sapOJ} HD }o >1JoM ay} ;o uol }OUlpJOOO •suol }ool ;loads q6 - 8 L2 pulp apo0 bulplln8 DpiJOIJ y } nos ay} J.o SuolsInoJd ay} IID y }IM Alduaoo IIDus Jo 1oDJ1uoj •>IJ bulpaaooJd aJOlaq IDnoJddD Jlag} uiD }qo puD pall }ou aq Hogs Jaaulbua ao /puD }oa }IyoJD ul XouDdaJoslp AUD }o asDO ul puD a }IS qof ay} To Jo }0DJ }uoo Aq pal }IJan aq is suolsu� ONI1SIX3 2 - _d 1NO3 6 #Z HlIM 8V a3N3H3IH1 „9lX „Ol L s \O VQNOH - 1 1 N00 S,S# () /M O N IIOOA '01\100 „9 LX „O — A }awyrosllag4ai}oyss bL65 1+86(S0C) :d VG12J0 `S32JOHS IWdIW 13381S H126 '3'N 17ti8 1 'ON '3'd 'l3 N33NION3 1ddf110f1NIS '3'd `3IJVHS °VHS A ook=8 ��LNd1d co -L -1.0 M N >10018 „8 dRAO 000n1S :O (8 /g) S1d00 Z ; (dA1) '0'0 „9 L © �Nl�d 1`d1NOZIdOH ]01AOdd N011d1nSNl 8 -d '0•0„9L© ONIddfJ '0M „Z„ L d1A0 •08 'd/)O N 01 'N V 9 Ell '1SIX] '1N00 dOIS IL '1'd „ cc — c N011'dfnSNl 6L MTN 1000 ON1011S „9- ,9X „0 - ,9 d00a M]N G N 0 ). 8 NI100A cc p :TWOS tl1�a ��Q�V Id cc O c -s NO 'Jaaulbua o} }InsaJ }sa} Ho }iwgns hogs Jo }DDJ }uo0 7CJo }DJogDI bu!}sa} panoJddD Aq paLuJolJad 'bu!Tsa} paJlnbaJ IID }o sasuadxa ay} Jo; alglsuodsaJ si Jo}ODJ }uo0 •a }aJOUOO g }IM }OD }uoo ul Si pooh aJayM pasn aq IIDys ID!Ja }ow 6uI }oJodas panoJddy 'ISd OOZ L uDg} ssal aq }ou Hogs 6ulpuaq ul SsaJ }s Jagl. uanWlum •suold pa}DIaJ y }IM pa }DUipJOOD aq IIDyS IDOIUDgoauJ `IDOIJ }Gala ` }SDM qn} `6ulgwnld Jo; gols Joou. a }aJOuoz ay} nJy} 6uluado IIV •pa}}IwJad aq IIIM 6uiddlgo oN• }SDO a }aJOUOO o} JoIJd }no buloolq Aq paJlnbaJ so gols a }aJOUOO nn.} 6u!uado apinoJd oils Jo }ODJ}uo0 . ,, o2 WnWluluJ aq IIDys buloJo ;ulaJ asag} Jo} y }bual aolld9 •IID }ap 6upJojulaJ uuanIoo Jad SD `Luo }}oq p uD do} ay} To Luoaq a }aJOUOO O.UI bUiOJOIUIaJ pua }xI „0 -,8 01 „o —,: uaaM}aq s6uluado :o apls LIDO0 }o Hap pa}noJ6 ul 6ul3JOJulaJ IDOI }Jan 5# L apinoJd •suwnloo a }aJOUOD 01U1 „ - 17 SaJIM pua }x8 •O'D «9 L © sIIDM AJUOSOUJ IID Joj. ad�C} ssnij pulp /JUOS0W paoJO }ulaJ Joj. ad�C} JappDI `6uIOJO }ulaJ ID}uoz!JOy 8# apinoJd •uot}oadsu! Joj. lanai yoDa }D - win XJUOSOUJ paoJoJulaJ ;o uao } }oq ay} }D buluado apinoJd IIDgs Jo }0 OJ}uo0 'apo0 6ulplln8 }o i uoI }oas y }IM XIdUJoo IIDys Jo }DDJ }uo0 'a}aJouoo g }IM pall!} Alionul }uoD aq IDS S }Iun /CJUOSDLU 6uIOJO4uIaJ IIV 'I'S'd 00gZ ;0 y }6uaJ }s ObOJaAD uJnuJlu!Lu D y }IM ,H, adAT aq IIDys IIOM buiJDaq pool IIV 'apoo bulplln8 DpiJOIA y }noS 10 spJDPUD }s }sa }ol ay} o} uJJoluoo IIDys N011`d1nSNl L L - d '1N00 S# (Z) /M ONI100H '0N00 „9 LX „O L MAN N �a MAN ONiddfA „Z / L / M NO1111ddd DOOM M]N GAON ,LL'OL+ 'AI18 N M]N ON ,8Z• L L+ 'A81] OOd .111111n M3N ralana '0'0 „9 1d ONl GM 2X L d]AO a8 'd,kO „Z/ L 711Ptt t i�i�i�i�i�i�f►! i�i�i�i�i�i�i�i��' a` ��i�i�i�i�i�i�i�i��i�i�►` ��i�i�i�i�i�ih��i�i�i�i�i�i�i�i��� !►�i�i�i�i�i�i�i�i�a 411 Al * 4 4,jr *1r ♦ NIVW1d O1 NWn100 W'd]8'0N00 '1SIX] 1VIdf1VW ONI1SI1 000M ONIN8d0 8d1S S>i0018 Th 3N00 d�Oa81 Z LX(z) /M '0'0 „9 L SiSIOr d00 000M •1d „Z LX „Z MTN NIVW]d 01 :004 T111 '1SIXI > dOM HIIM ClEIHLLON I8 - 1 - 1V HS A N IO NA HI `adA1 N f100 N S I 'ASd OOOZ NVH1 SSal AO , IIOVdVO ONIVEE3 V AI '1SIXE 'ASd OOOZ AO , IIOVdd0 ONIedVEE - 11OS V IV Hl ).AILJ A 01 adlfO dO10ddINOO - 1` eAENED 11VM ONIdd39 ('d/ll) dlONVH 1SIOr 0 LZSn1 NOSdWIS MAN NIVW�d 01 11VM >10019 '1SIX] £ 0 - L - l I�. •apin6 D SD }JodaJ Ilos IDUl6IJo ay} asn pup }oafoad sly} Jo} Jaaul6ua Iooluyoa }oab }o SUOI1DpU WJUJOOaJ IID M0110.1 O. JO 13DJ1U00 , L gDIS „Z SWDa9 s• • • • suJoaq apDJO ,Z/ L L • suuanlo0 :sMolloj. SD JaAOO JD 010 5UIDJ0 }ulad •Snoau011aos!LU puD sla}u!I Jo} sJDq t�# lDUOI }IppD uo} Z/ L puo sJDq 5# IDUOI }IppD uo} Z/ L apinoJd •Ja} }DUJ SnoiJa }clap Jag }o puD G1DDS ` }SnJ }o aaJ4 aq Hogs laa }S buloJo4ulad •s }Joddns aye Jano pals 6uloJoJulaJ uao} }oq puo uods •pluu ay} }D laa }s buloJo4ulaJ do} d1 •9 nJy} L lq °1 29 -9 L2 IOb y }!M aDUDDJODOD ul aq Hogs sJaquJauJ uolssaJdwoo Jo; Ja }auJDlp JDq 02 uoLu. ssal }ou aq IIDys saollds buloJo ;ulaJ puo slatop uuanlo0 •SJauJOO 110 10 sJDq JauJOD (a1PPIuJ ayl uI }uaq) 6uol „o - ,g g # -Z apinoJd •pa >looy aq IIDys `bUpJO }ulaJ do} IID ;o pua snonul }uooslp Ild •}uauaaooldslp }uanaJd o} puo bu!OJOj.uiaJ ag} TJoddns o} JIDyo alonbappo apinoJd IIDys SJO }oDJ }uo0 (uol }Ipa }sa }OI) SN011`d01di0�dS `ISdJ PUD 10`4 ay} o} uJJOluoo Hogs }uauaaoJO }ulaa Hp }uauJaoDld puD suon.oDIJgDi. `6u!IID }aa 'SUOI }DUJJOJ.ap g02 - V W1Sd 09 apoJ6 g 1.9 - d W1S'd a IIDgS pals 6ulDJO }ulaJ IIV NV 5# (17)/M I1]dON00 „Z LX „8 n1 o7 g# (L) /M 511]0 GT111_d 81ad0NO3 „8X „8 U-1 OS tTh 00 NOI1VONnOd �0 NOI1dd`dddd 1=S ONIOdOdNIad NIVWad 01 ONI1SIX8 g`0 '(d/ll) WU1S/ls Og LJ.H 1IH 111IH /M a]IX0d] ]8 T1VHS and 'S - 11]0 011114 '3N00 d0 '0N00 01NI „9 a3a]8W3 ]8 11VHS 004 '00 „91.© a80`ddS SO0d C]8ad8dH1 0 8i / q /M aIoaii ONI>i0S0 00M/l - ld X00 „+7/2 /M (Z ' ]Nld 'OS) •0'0 „9 L © 1SIOr d001� 000M '1d „Z LX„ 11VM ONIdd]B © ('d/ll) dlONVH lslor o Lzsn1 NOSdWIS MTN ]a'ddo ]A08'd „L 'NIW 1001.d OISldd MTN V G noA „6 •ap!Jolyo uanlojDO }o aaJ4 aq hogs pup uoI }oaJlp pa }uiJd s,JaJn }o u! (lonba Jo ladonby) aJn}xiuJpD }ualladaJ Ja }DM IDJba }ul apinoJd ' „ -v/2 azls UJnualxr_ IIaM puo uDaIo aq IIDgs alD6aJ66d •apo0 6uiplin8 Dp!JOld y }nos ay} puD 22 -0 W1` papDJ6 Aldwoo IIDys Sa}D6aJ6bO }yblaM Jolnbad '05L W1S'd o} buluJJo }uoD i ad/4 puo14Jod aq Hogs S /Dp 8Z © ISd 0002 a }aJOUOO IDJn }O s/op 8Z © ISd 0002 S/ 8Z © ISd ' s�Cap CDp gZ © ISd 000 000 S (uoid ag} uo p asIMJag }o ssaiun) SMOIIoJ. so aq IIDgs a}aJouoo IDJn }DnJ }S IID JOJ g ;buaJ }S anlssaJdUJOO u •Jaaul6u9 Jo /pup }Oa }IyoJD ay} Aq IDnOJddD o} JoIJd SJOUMO ay} Aq panoJddD pup pa }SnuJ sJapJo abuDgo IIV 'SUJDJ6oJd puo suo! nDoaJd A}a ;DS JO; JO `saJnpaooJd Jo `aouanbas •SUDaUJ UOI }onJ }SUOD JO 06JDg3 JO 10J 1UO3 @nog JOU `JOj. algisuodsaJ aq - Tau IIDys s oui[ •pa }oaJa uaaq SDg aJn }onJ }s ay} Ja vD suol }Ipuoo play 6uI }oil ;uoo }oaJJOO o} aan11oj s,Jo} ay} Job. `JO }DDJ }UOD ay} o} apDUJ aq IIDys sluaLuAod louol }IppD oN '4IIglsuodsaJ JO }oD aJn }onJ }s 6ulpllnq sly} 6ui}oaaa }o aLu!T ay} }o ( IDJn }oa }IyoJD puo 6uluol }Ipuoo J10 'IL `bulquJnld `IDJn }onJ }s) sapOJ} HD }o >1JoM ay} ;o uol }OUlpJOOO •suol }ool ;loads q6 - 8 L2 pulp apo0 bulplln8 DpiJOIJ y } nos ay} J.o SuolsInoJd ay} IID y }IM Alduaoo IIDus Jo 1oDJ1uoj •>IJ bulpaaooJd aJOlaq IDnoJddD Jlag} uiD }qo puD pall }ou aq Hogs Jaaulbua ao /puD }oa }IyoJD ul XouDdaJoslp AUD }o asDO ul puD a }IS qof ay} To Jo }0DJ }uoo Aq pal }IJan aq is suolsu� HO\DA 0\ SC 0 F -2 TG 2 HDJLH 6' -4" VAR< SI /E RBI \FORCI \G RFVAR<S � -I I� "Xlo" TkIGKENmD ".SLAP WIT- 2"5 CONT. F -3 EXISTING 3 0 F -2 TG 2 6' -4" •. •< mensions shall be verified by contractor at the job site and in case of any discrepancy in igs, architect and/ or engineer shall be notified and obtain their approval before proceeding work. Contractor shall comply with all the provisions of the South Florida Building Code and .CI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, ical, air conditioning and architectural ) at the time of erecting this building structure ltractor responsibility. No additional payments shall be made to the contractor, for the actor's failure to correct conflicting field conditions after the structure has been erected. :ngineers shall not be responsible for, nor have control or charge of construction means. )ds sequence, or procedures, or for safety precautions and programs. All change orders must fined and approved by the owners prior to approval by the architect and/ or engineer. um compressive strength for all structural concrete shall be as follows (unless otherwise "led on the plan) s 3000 PSI © 28 days ins 3000 PSI @ 28 days 3000 PSI © 28 days ructural concrete 3000 PSI @ 28 days nt shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded naximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in facturer's printed direction and shall be free of calcium chloride. L_ r letlgoe 1/2" GYP. BD OVER 1X3 WD FURRING AT 16" O.C. NEW DEN NEW 10 "X16" CONC. FOOTING W /(2) #5 CONT. 1 " X4" P.T. FIRE STOP CONT. EXIST. TIE BEAM TO REMAIN 1/2" GYP. BD. OVER 1"X2" WD. FURRING @16 "O.C. 4-5 INSU.ATION PROVIDE HORIZONTAL REINF. @ 1e" C.C. (TYP) F -1 „ u_ „ FOUNDA __ SCALE: 1 /4" NEW RAISED FLOOR MIN. 7" ABOVE GRADE N EW SIMPSON LU S21 0 JOIST H ANGER (TYP.) © BEARING WALL 1 2 "X12" PT. WOOD FLOOR JOIST © 1 6" O.C. (SO. PINE No. 2) W/ 3/4" CDX P LYWOO D ECKING (2)2 "X12" LEDGED W/ 5/8 CI) THREADED RODS SPACED ©16" OC. ROD SHALL BE EMBEDED 6" INTO CONC. OR CONC. FILLED CELLS. ROD SHALL B E EPDXIED W /HILT HIT H Y150 SYSTEM (TYP). 9 0 7 ON A N EXISTING TO REMAIN REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 - #5 5' -0" long (bent H the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns 1 1/2" Grade beams . . . .3" Beams 2" Slab 1" PREPARATION OF Contractor to follow all recommendations of geotechnical engineer for this project and use the FOUNDATION COL V\ sc ` 8 "X8" CONCRETE FILLED LED CELLS L WV( #5 8 "X12" CONCRETE FILLED CELLS W /( # original soil report as a guide. EXIST. BLOCK WALL TO REMAIN NEW SIMPSON LUS210 JOIST HANGER (TYP.) @ BEARING WALL GENERAL CONTRACTOR REQUIRED TO VERIFY THAT A SOIL BEARING CAPACITY OF 2000 PSF. EXIST. IF A BEARING CAPACITY OF LESS THAN 2000 PSF. IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. EXIST. TILE ROOF TO REMAIN NEW 2 "X12" PT. WOOD FLOOR JOISTS 16" O.C. W/(2)2X12 LEDGER • . • • • ••• • • • • • • .• • • • •. • • • .• • CONCRETE BLOCKS SLAB OPENING Shall conform to the latest standards of South Florida Building Code. All lead bearing wall shall be type 'H' with a minimum average strength of 2500 P.S.I. All reinfcroing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0 ". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking •out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating mdterial shall be used where wood is in contact with concrete. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed- by approved 'testing laboratory. Contractor shall submit all test result to engineer. WOOD EXIST. CONC.BEAM & COLUMN TO REMAIN EC R -11 INSULATION ON SCALE: 1 /2" 1' -O" - — X .4 4 — 5 ' —O " P LA N E SCALE: 1 "= 1 #5X2' -6" DOWELS ©18" 0.C. EMBED 6" W /HILTI HIT H Y150 SYSTEM NE NEW DOOR 6'- 0 "X6' -8" SLIDING DOOR NEW R -19 INSULATION CD #4'S @ 12" OC. EA. WAY, TOP AND BOTT. 4" CONC. SLAB REINF. W /6X6 W1.4X W1.4 WWF. F -1 10 "X16" CONC. FOOTING W /(2) #5'S CONT. JEDR NEW -.1'L NTER SHAD SHAFIE, P.E. STRUCTURAL ENGINEER FL. P.E. No. 55764 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie@bellsouth.net VOLTAGE `20 / 240 V, 1 P1 3 tN .1A131. 2 P -150 A ' EKR 0 (1)o® v •.EN 1C KA,C PANEL r. TYPE S EMENS MOUNTING SURFACE CPCtT .., POLE DESIGNATION AMPS vOLTA•.1P WIRE / BATTERY BACK UP CONNECTER) NEAREST 4 ),REEiCOhC A'dP VOLTA,P POLE CRCJfT A B SEE SCE A B AMPS C IC NATION (") BEDROOM PEG - CSI ti15 342 2 14 AVVG 0" C2 2 # "2 ANG 1 ,500 1'2C '.VASHER 1 ") BEC iOCI•A PECTCS 1 1115 342 2 9 14 AVVG 03 C4 3 # "0 ANG 2,500 2.32 DRYER j'•) BE O 1 -1E07 1 28 1 1115 ® 2914 ANG 05 C6 2,530 BATHROOM '2 & RE TS., 1 '42 2 4 12 AVVG C C8 2 # 2 A.V3 1 S3C 1:20 1122. D1S6'V- a HER BA'HPOL M _TS & RE 12TS : 1 : 242 2 9 12 AVVG OS 10 2 # 2 A.VG 00C fAR BA E D'SPOSA S A.'LL APPIA.NCES 1`2^ ® 2 12 AVVG 1 12 2 # 2 AVVG 15X 1:23 Er RI GERA - OR SV1;LL AP'L ANCES 120 [4, 2 9 12 AVVG 1 3 i4 3* 6 ANC 6,03C BANE SMALL AF'PLAV' =ES 1.22 342 2912 ,, ,'NG " 16 6,SXC L TS & RECEP A LIES; 1:15 242 24 14 AVVG 18 2 9'0 A.VC 2.250 2 V,ATER - 1EA L'S & RECEPTACLES! 1;15 242 2414 AVJc, 12, 20 2250 L & PECEP'AO'_ES 1,15 2 242 2* 14 A.VG 2 22 2 # 1 0 A.V3 07 �� 1,2 213_ _A 'i' SPP.N.: LEP L - IS & PEOEP'AOLES' 1 1 1 5 242 23 14 AVVG 23 24 1 1 920 L & REO_P'AOLES 1115 242 2 # 14 AVVG 25 28 2 # '' 0 A.VS N '; 2" 0 ' 3,139 2 APC . ^ aU L'S & REOEP ACES 1:15 342 2 ANG 2 4 14 AVVG 2 29 28 30 2 4 6 A; ^13 N 3/4' C 5,623 3. 2 /6C i ce: I+}+1J 7 LT$ & RED EP S 1,15 2 ES' 15 L'S & REOEP`ADL t, 42 2014 A'AVG 3 32 1 5,32E BA"HROCM LTS. &RECTS 1 1/20 342 2412 AVVG 33 34 iSFACE SPACE1 35 36 I ;SPACE S ?ACEi 3 38 13PACE SPACE 33 40 .SPACE S8 AC_ 4 42 .SPACE _IGFT & - ELEPTA ES _GAD 3 3 _ 34C S;jFT • 3 VA_ 5 822 'v. ON 17 C.TS. • 342 VA ELECTRICAL LEGEND 0 (1)o® v SINGLE POLE TOGGLE SWITCH - DUPLEX RECEPTACLE - + 18" SINGLE RECEPTACLE - JUNCTION BOX SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. MTD) 125 V, WITH BATTERY BACK UP CONNECTER) NEAREST KITCHEN OR BATHROOM UGH TING UNSWITCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY ELECTRIC PANEL - SURFACE MOUNTED GROUND FAULT I N TERRUPTOR WEATHER PROOF DISCONNECT SWITCH ELECTRIC MOTOR TELEVISION ANTENNA OUTLET INCANDESCENT FIXTURE - WALL MOUNTED FLUORESCENT STRIPS DENOTES EXISTING ITEM DENOTES RELOCATED ITEM GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND OTHER APPUCABLE CODES AND STANDARDS. 2 . a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED, PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO '0Z' FLAME SEAL 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAD MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING. LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 28 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. 29 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEIUNG FAN WOULD UKELY BE INSTALLED SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 30 . CONTRACTOR TO PROVIDE END LINE FUSES FOR FLUORESCENT LIGHT FIXTURES. 31 . CONDUITS INSTAI I FD UNDERGROUND SHALL BE SEPARATED FROM OTHER TRADES PIPING BY A HORIZONTAL DISTANCE OF 10' (OUTSIDE TO OUTSIDE). LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC - 410.8. 32 . 33 . THE USE OF NMC IS PERMITTED AS A WIRING METHOD. PAN A' LCADANALYSIS BASED ON 123 1 240 1 PH 31tij TOT42 E1A72-1D LOA 30 2 Vi. 'IRS - IC K A. 11 °c '3 CC3 V4 20 C4C % '742 v'4 BOAC 112:5 ,a. F544 2 ,31E Va 27 8C3 VA 27 8.33 V' 4 2 O V 118 A NO LOAD iCOO_ P G AND HEATI1 LOAD AA VON 00 1 E`1T ("IA CI TYPE EEE ^ER. J.T.S. I EXIST. FPL. METER NEMA 3R SERVICE RATED GROUND LEVEL (SEE FLOOR PLAN) ELECTRICAL RISER DIAGRAM /l frt " EXISTING 3 # 1 IN 2 "C TO FPL SERVICE EXIST. PANEL • • EXIST. 3 # 1 IN 1 -1/2" C EXIST. 1 # 6 IN 1/2" C TO CPW AND (2) 5/8 "DX10' LONG GND. DRIVEN GALVANIZED STEEL RODS 6' APART MIN. • • • • • • J • • • • • • • 0 • • • • • • • • • . 2. • • • • • • . ofei • • PC REYES- GAVILAN CONSULTING ENGINEERS, INC. Aristides Reyes— Gavilan, P.E. STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaeleC ©bellsouth.net 2 A -22,24 F A -1 3R I I U- J N A - 17 A -15 E E A -12 G.F.I. 0 A-13 A - 13 E G.F.I. A -11 A -23 A- 21 N A -19 N A -15 Nr VF; A -23 E A -25 EXIST NG KITCHEN SINK ccosc A -19 EXISTING DINING ROOM N A- 02 N W A -25 A -25 A -13 G.F.I. 0 A -15 A. 33 •u • • • • • A -11 E � A -17 . • . _ • • U • 000 r N D N 000 • • • •••L. A -23 A-21 A -11 -J E UTILITY N ROOM A -2 A - 23 GFFI 4,16 ` J. BOX FOR HOOD A -31 E A - 31 N D E S Ask Pe A-04,06 A -25 3R N 411P N• A - 19 N • N N P GFI/WP A -17 • • • • • • • • • .. • .. . 0 • • • • • • . • • • • • EXISTING LIVING ROOM EXISTING LIVING ROOM A -31 E A -31 EXISTING DECK Z)(\ STING METER ST'tNG PANEL e® ,�`� t� V / ate ( P a ii .edt AREA OF NEW WORK A -27 N A - 01 E A -27 A -29 E0 EXISTING PORCH A- 01 A-29 N A-29 E o A -01 EXISTING BEDROOM A- 01 ALL I- >KIST \G - LFCTR CAL T — VS ARP TO BE ECURO TE D PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIRING CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATERS AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT ADEQUATE SERVICE MUST BE PROVIDED. SUBJECT TO ELECTRICAL INSPECTION. E A - 27 WP /GFI 1 A- A-01 ■ 0 A -C N NY A -29 F OFT' 07 A -07 NEW A/C 6 A O,32�1 f A- 0" A -03 N E .N, SCALE: 1 /4" A -05 E (A N N A -05 E A -05 1 E -� EXISTING BEDROOM A- 05 R Q� R. A -03 EXISTING BEDROOM E 0 o O A -05 EC CA OCR P AN A -03 N • A -05 R N A-03 0" R R A -26,28 A -03 WP /GFI i 1 1 VENTILATION FAN SCHEDULE UNIT DESIGNATION USE EF -1 AREA SERVED MFG. & MODEL NO. SEE PLAN OPERATING WEIGHT, LBS CEILING DIFFUSER 15 LOCATION © CEILING FAN TYPE ___ CLG. BLOWER NV.] TOTAL AIR, CFM FIRE STOPPING 50 DRIVE TYPE SMOKE CONTROL DIRECT FAN WHEEL TYPE 240/1/60 CENTRIFUGAL FAN TIP SPEED, FPM MAX. SN AIR ACROSS COIL, CFM - -- FAN SPEED, RPM 60,000 - -- TOTAL STATIC PRESSURE, IN OF WATER RING AIR TEMP. ° F DB /WB - -- FAN MOTOR HP. (NON — OVERLOAD) - -- 0.7 AMPS FAN MOTOR STARTER TYPE 'TITY AND SIZE WALL SWITCH STARTER FURNISHED BY - -- MC ELECTRICAL SERVICE AVAILABLE :TRICAL SERVICE AVAILABLE 120 -1 -60 MASONARY OPENING REQUIRED 9.6 - -- ZONES DESIGNATION 0.3 DESIGN MANUFACTURER PROPELLER BROAN MODEL NUMBER TENT AIR TEMP., ° DB S50U ACCESSORIES SERVICE SWITCH OF COMPRESSORS YES SMOKE DETECTOR ( U.L. APPROVED --- NO FIRE DAMPER 1 - -- CONSTRUCTION I ALUM /PLASTIC MULTIBLADE BACKDRAFT DAMPER YES BIRDSCREEN IGN MANUFACTURER NO SOLID STATE SPEED CONTROL TTP060D100A NO THERMOSTAT CONTROL NO FACTORY FABRICATED CURB NO FILTER AND FILTER FRAME NO AIR DISTRIBUTION SCHEDULE SYMBOL USE TYPE ACCESSORIES MFG. & MODEL NO. O SUPPLY AIR CEILING DIFFUSER O.B.D. TITUS 250—M © RETURN AIR RETURN AIR GRILLE ___ TITUS 4FS HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR — X FIRE DAMPER(S) — X SMOKE DAMPER(S) — X FIRE RATED ENCLOSURE — X FIRE RATED ROOF /FLOOR CEILING ASSEMBLY _ X FIRE STOPPING — X SMOKE CONTROL — X IT A/C UNIT SCHEDULE DESIGNATION FCU -1 SERVED SEE DWG. :T10N AC CLOSET zATING WEIGHT 196 :N MANUFACTURER TRANE L NO. TWE065E13FB MIN. 13.0 ,L AIR, CFM 2000 AIR, CFM 0 STATIC PRESS., INCHES OF H2O 0.5 MOTOR H.P. (NON — OVERLOAD) 3/4 TRICAL SERVICE AVAILABLE 240/1/60 - VELOCITY, FPM - -- SN AIR ACROSS COIL, CFM 2000 ■D TOTAL CAPACITY, BTUH 60,000 ;L SENSIBLE CAPACITY, BTUH 41,900 RING AIR TEMP. ° F DB /WB 80/67 MODEL NO. - -- R TYPE& THICKNESS CLEANABLE 1" 'TITY AND SIZE (1) 20X25X1 VELOCITY FPM. MAX. - -- T COIL TYPE ELECTRIC :TRICAL SERVICE AVAILABLE 240/1/60 LIARY ELECTRIC HEAT, KW 9.6 ES AND KW /STAGE 1/9.6 KW DESIGNATION CU -1 OF FAN PROPELLER OF FANS AND HP 1— 1.9 FLA TENT AIR TEMP., ° DB 95 /LRA 0 24.0/169 OF COMPRESSORS 1 PRESSORS RPM MAX. --- ACITY REDUCTION 0 -100% TOTAL AMPS 25.9 FLA :TRICAL SERVICE AVAILABLE 240/1/60 RATING WEIGHT,LBS. 308 IGN MANUFACTURER TRANE EL NO. TTP060D100A RIG. PIPING SUCTION /LIQUID 1- 1/8 " -3/8" :EL WIRE CABLE ANCHORED TO CONCRETE PAD IRNBUCKLE FOR ADJUSTMENT 'NEL TO ANCHORS, END OF 1 EMBEDDED UNIT .LV. 1/4" UTS WITH BODE CORNER. EL CHANNEL (TYP.) � . �. � . \' /< / \ < \ / \ / \ / \ / CONDENSING UNIT MOUNTING DETAIL N.T.S. J COIL UNITS SHALL BE PROVIDED WITH FACTORY ED CIRCUIT BREAKER. RMOSTATS SHALL BE PROGRAMABLE TYPE. SEAL JOINT W/ DUCT SEALER AND TAPE ':lIIIIIId AIR FLOW 1 1/2 X 26 GA. GALV. STEEL HANGER STRAP (5' 0.C.) AIR DUCT (SEE PLAN VIEW) LOW FRICTION LOSS BRANCH TAKE –OFF FITTING METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY INSULATE TOP OF DIFFUSER. DIFFUSER W/ OPPOSED BLADE DAMPER ADAPTOR ROUND TO SQUARE IF REQUIRED 6' MAX. • • UNE OF BLDG. 90' SOLDERED ELBOW. (TYP.) REFRIGERANT PIPES RUN IN CRAWL SPACE CAULK LINES WITH ELASTOMERIC MATERIAL AT BOTH ENDS. SUPPORT FROM UNDERSIDE OF STRUCTURE. AIR FLOW INSULATED FLEX. DUCT AND OF SAME SIZE AS HANGER STRAP SEAL JOINT WITH DUCT SEALER AND TAPE FLEXIBLE DUCT CONNECTION DETAIL N.T.S • • . • • • • • • • • • • • • • • ••. . • •• • • EXHAUST GRILLE W /WALL CAP AND INSECT SCREEN CONNECTING DUCTWORK EXHAUST FAN CABINET INTAKE GRILLE CEILING EXHAUST FAN DETAIL N.T.S. 90 • • • . ... • - EAVE ELEION LOUVER IN EAVE HVAC M O T H S 1. GENERAL A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the HVAC work. C. ARRANGE AND PAY for all permits licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. Compressors shall be guranteed for a period of five years. E. As built drawings shall be submitted to owner at the completion of project. 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days after signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: fans, air conditioning units, air outlets. No work shall proceed without approval of these submittals. 3. DESIGN PARAMETERS: A. Outdoor design temperature (Summer): 917 DB and 797 W8 B. Outdoor design temperature (Winter): 457 C. Indoor design temperature (Summer): 787 DB D. Indoor design temperature (Winter): 72'F DB 4. ALL THERMOSTATS SHALL have heating mode maximum setting of 75 F, and cooling mode minimum setting of 70 F. The thermostat shall be arranged to prevent the simultaneous operation of heating and cooling. 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. 6. EQUIPMENT SPECIFIED BY manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. 7. MATERIALS: A. REFRIGERANT PIPING: Shall be type L soft drawn, copper tubing, dehydrated for refrigerant use. Sized as shown on drawings or as per air conditioning equipment manufacturer's recommendations. B. INSULATION: Refrigerant suction piping shall be insulated with 1/2" thick foamed plastic insulation, fire retardant type. Insulation shall be installed in piping before assembly. No split insulation will be acceptable. Seal joints with manufacturer's approved adhesive and grey tape. C. DUCTWORK: a. All supply air ductwork shall be fiberglass ductboard, fabricated and installed as per latest edition of SMACNA "Fibrous Glass Duct Manual ". 1 -1/2" thick R -6.0 in uncond. space. 1" thick R -4.2 in cond. space. b. All exhaust ductwork shall be galvanized sheet metal duct not lighter than 26 gage. c. All duct dimensions are clear inside dimensions. d. Flexible insulated ductwork with 1 1/2" thick fiberglass insulation with FRK vapor barrier, class I air duct, U.L. R -6.0 MIN. e. Dryer ductwork: 26 ga. min. gal vinized steel, having a smooth interior surface with joints running in the direction of airflow and without sheet metal screws or other fastners in the air stream. Maximum length shall not exceed 25 feet. wall caps shall be provided with backdraft damper. 8. Provide metal round fittings with scoop at all flexible duct connection to supply duct. 9. TEST AND BALANCE: Contractor shall test and balance all ventilation and air conditioning systems. Submit four copies of Test and Balance Report to owner for approval. 10. CONTROLS: Air conditioning units shall be started and stopped thru individual thermostat. Individual thermostats shall start /stop supply fans and activate cooling /heating systems as selected. 11. Mechanical plans in general, are diagrammatic in nature, and are to be read in con juction with arch. Plumbing, electrical and structural plans and shall be considered as one set of documents. Duct and piping offsets, bends and transitions will be required to provide and install a complete functional system and shall be provided by the contractor at no additional cost to the owner. 12. Contractor shall verify job conditions prior to ordering, fabrication or installation of materials or equipment. Notify architect /engineer of any conflicts before fabrication. TURNING VANES FOR SMACNA STANDARDS. TYPICAL 90- DEGREE VANED ELBOW DETAIL. 3/4" L- 10 "0 411111111111111// 18X6 ID1 250 CFM 0 SLOPE 1//8"/ FT. 12X8 200 CFM 8X6 80 CFM , ®I 11111 E 18X6© IJ CO 18X60 (260 CFM) (PERFORATED VENT CAP 3" EXISTING DINING ROOM 6X4 50 CFM 8 "0 -- 10X10 260 CFM SINK 6 "0 ®I 1 E x EXISTING KITCHEN 10 "0. NE* EF -1 UTILITY ROOM 6x4 EF -1 NEW D 12" MIN. 1 "Nob • • EXISTING RECIRCULATORY RANGE HOOD 16X14 12X8 200 CFM EXISTING LIVING ROOM UNION CONDENSATE TRAP DETAIL N.T.S. • • ••• • • • .. _ • .• • 0411 LJ 8'0 = • • AC UNIT • • ••• • • 0 EXISTING LIVING ROOM • • .. • ••• • :.. • . 10 "0 u u 18X6 250 CFM\ � = 8"0 x EXISTING DECK EXISTING PORCH 12X8 (200 CFM) EXISTING 12X8 BEDROOM 200 CFM A UNIT WALL DRAIN L NEOPRENE PADS ANGLE IRON FRAME SUPPORT WITH DIAGONAL BRACING RETURN AIR PLENUM FLOOR 24" DIAMETER CONCRETE OR CLAY PIPE WITHOUT COVER FILLED WITH 3/4" CRUSHED ROCK 0 6X6 50 CFM NJ ®IIIIIIIII11111 18X14 ° 8'0 \ �11111111111111111111111111111111111= 111111111 ° 6x4 6" 0 LJ EXIST. X BATH EC AN CA FLOOR P SCALE: 1 /4" = 1 °mo °- ° ° —11k=111 ooQ 1 6X4 50 CFM A EXISTING 12X8 »DROOM 230 CFM 8 "0 111111111111111111111 / �j G FCU -1 8 V 30 CFM) GRADE \j/ 111 I 11- A/C UNIT CONDENSATE DRAIN LINE FROM BUILDING SEE PLAN FOR SIZE. CONDENSATE FRENCH WELL DETAIL N.T.S. EXISTING BEDROOM 12X8 A 230 CFM A EFRIG. PIPIPNG IN CRAWL SPACE CD L3/4„ 0 " AIR HANDLING UNIT MOUNTING DETAIL N.T.S. STRUCTURE OF FLOOR ABOVE SUPPLY AIR DUCT 4" MIN. ALL AROUND FAN SECTION REFRIGERANT PIPES FROM COND. UNIT COIL SECTION FILTER AUXILIARY DRAIN PAN W/ FLOAT SWITH. FLOAT SWITCH SHALL STOP FAN COIL UNIT FRENCH WELL REFRIG. PIPING ABOVE NEW CU -1 2" DEEP EMERGENCY DRAIN PAN GROUND 4" HIGH CONCRETE PAD KEY NOTES - HVAC: 1® THERMOSTAT 2® FULL LOUVERED DOOR O3 FULL SIZE DISCHARGE PLENUM. ® 3/4 "0 CONDENSE DRAIN PIPING DOWN TO CRAWL SPACE 0 6X4 EXHAUST DUCT TO EAVE W /BIRDSCREEN. (SEE DETAIL) ® EXISTING 4 "0 DRYER EXHAUST DUCT UP TO ROOF CAP W/ DAMPER TO REMAIN RG REYES- GAVILAN CONSULTING ENGINEERS, INC. Aristides Reyes– Gavilan, P.E. STATE REGISTRATION P.E. 0048181 8560 N.W. 169 TERR. MIAMI LAKES, FLA. 33016 TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelec©bel Isouth.net ,L NOTES: K PERFORMED SHALL COMPLY WITH THE FOLLOWING: GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR CATIONS). 1 FLORIDA BUILDING CODE. LATEST EDITION. \PPLICABLE STATE AND LOCAL CODES ORDINANCES AND TIONS. NAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE 'MITERS SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE SPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE )ENT OVER SCALE. GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE •1LESS OTHERWISE NOTED OR SHOWN. :REPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE AWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A 'ANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT TOPER ADJUSTMENT - PROCEEDING WITH THE WORK. CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE \CT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL \JS OF THE SPECIFICATIONS. SIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE :UCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR :UCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS .RE SHOWN. WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY :DED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED HORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK BY HIS OPERATION. :REPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE :T THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL PENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY - CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS -.PORTED AND CLARIFICATION OBTAINED. ORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE HE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE TS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, EHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY 7. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND '.AL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE ACTOR. .MMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE :UCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR 'UCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR IONS THAT ARE SHOWN OR NOTED. LTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL ITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. LL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN AL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. L COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. E CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING '\ND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN 1G WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS !ORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER ACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO SIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL RS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF :ADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER ATE CONTRACT BY THE OWNER. ,LL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS 1AN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE :ABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL _ -_NT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER TABLE TO THE OWNER. HE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS TABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF TANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR HER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE 3ED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT :DANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS PECIFICATIONS. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE I ECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES E WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, DLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN - RATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE I ECT, THE CONTRACTOR AND THE OWNER. 'THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO JILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT , LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT 'IENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT EN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. R CONDITIONING AND VENTILATION PERMIT BY MECHANICAL :ATOR. ENCE EC :ALE: 1 /2'' = 1 ' —0" ON 2 "X4" RUNNING CONCRETE FOOTING 1' -0" ROUND 3' -0" DEEP w 4 1- d L.] z Zoning Approved cij J -' 509,41 5 5t -a .1d AREA OF NEW WORK NEW 5' -0" WIDE PLANTER (2) CAR BRICK DRIVWEWAY • • WADE RESIDENCE • • MIAMI SHORES, :FLORIDA.: EXISTING USE: RESIDENTIAL 1,940 S.F. INCLUDING GARAGE PROPOSED USE: RESIDEN.TIAi :1',940 S.F. GROSS LOT AREA: 127.96 . X . 70.00'= 8,938 S.F. DATA EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK 10' -7" 31' -11" 33' -0" 4 BUILDING HEIGHT ROOF 14' -6" ASPHALT /PORCH AREA 421 S.F. LANDSCAPED OPEN SPACE 6,577 S.F LEGAL 3ESCP PT 0 EXISTING PROPOSED EXISTING EXSITING EXISTING EXISTING EXISTING EXISTING EXISTING THE WEST 1/2 OF LOT 5 AND LOT 6 LESS THE WEST 5.00 FEET, BLOCK 49, MIAMI SHORES SECTION 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. N.E. 92ND STREET 12 13 11 14 10 15 9 16 8 49 17 7 18 19 20 4 21 3 22 2 23 24 OCA SCALE: N.E. 91ST STREET SCALE: 1 "= 1 OO' 70.0' R. 70.0' EP ! ON AP 54' -10" ,10'— (2) CAR BRICK DRIVWEWAY 20' „ AN FUTURE POOL w 4 1- w Z 5' -0" HT. WOOD FENCE NEW POCKET DOOR BLOCK UP EXIST. DOOR NEW 3'X6' -8" DOOR 4X4 WOOD POSTS (TYP.) 0 ti a 0 • 0 0 1, 0 N • • • • .. EXISTING DINING ROOM •. • • ••• EXISTING KITCHEN „ • • • • ; � • • • • • • • • • • V v EXIST SINK NEW DEN 102 1, 8 ' -2 " EXIST W UTILITY ROOM 1104 103 00 00 EXIST. D NEW DRIVEWAY PAVER IN SAND b EXISTING LIVING ROOM EXISTING LIVING ROOM EXISTING DECK NEW CABINET STEP DOWN EXIST. METER & PANEL NEW 6' -0" SIDE GLASS DOOR NEW RAISED FLOOR MIN. 7" ABOVE GRADE BLOCK UP EXISTNG DOOR REMOVE EXIST. GARAGE DOOR NEW 6' -0 "W X 4' -0" HT. WINDOW 5 - 0" EXISTING PORCH EXISTING BEDROOM NEW 3'- 0 "X5' -0" GATE AREA OF NEW WORK 1 NEW 5' -0" WIDE PLANTER NEW 5' -0 HT. WOOD FENCE EXIST. BATH 0 EXIST. BATH NEW A/C EXISTING BEDROOM EXISTING BEDROOM SCOPE OF WORK 1) GARAGE CONVERSION INTO A NEW DEN 2) NEW CENTRAL A/C SYSTEM FOR ENTIRE HOUSE 3) NEW ELECTRICAL AT NEW DEN 4) NEW 5-0" WOOD FENCE AT REAR 5) NEW DRIVEWAY OF PAVER IN SAND FLO° P SCALE: 1 /4"-1 0 " NEW COMPRESSOR 1 ■ ■ ■ . _ r , ' I ■ • . �.■ ■ 1 DOOR SCHEDULE Mhc TYP LAJv - 4 SIZE ELEV MATERIAL FRAUIE T'HLD W'STR REMARKS 1 • 4 M &L (2)3'- 0 "X6' -8" © ALUM. METAL YES YES SELECTED BY OWNER TO MATCH SELECTED BY OWNER 20 SWING 2'- 10 "X6' -8" V WOOD WOOD NO NO 3' -4" 3 ' -4 " 1 02 0 SLIDING (2)3'- 0 "X6' -8" CARPET WOOD WOOD NO NO POCKET DOOR 3' 0"X6' - 8" WOOD WOOD NO YES © BI —FOLD 3'- 0 "X6' -8" WOOD ALUM. NO NO 105 WINDOW SCHEDULE MK WIDTH HT SILL JAMB HEAD MATERIAL / 66ECRIPTION REMARKS EXISTING 6' -4" 4' -4" © PTD DRYWALL © ALUM. GLASS � & � �� _ O�i(51^-4 COLOR TO MATCH SELECTED BY OWNER CARPET �• rl V r� V ir © 3' -4" 3 ' -4 " 1 02 WALK —IN CLOSET CARPET I 103 UTILITY ROOM TILE TILE 1 04 105 FINISH SCHEDULE MK AREA FLOOR BASE WALL CEILING HT. REMARKS EXISTING EXISTING EXIST. PTD DRYWALL PTD DRYWALL 8' -0" SELECTION BY OWNER 1 01 DEN CARPET WOOD 1 02 WALK —IN CLOSET CARPET WOOD 103 UTILITY ROOM TILE TILE 1 04 105 WORK SHALL REST ON FIRM NATURAL SOIL OR APPROVED - DING : COMPACTED WITH SAND: NOT MORE THAN 10 GHT PASSING NO. SIEVE. ROCK WASHINGS NOT GH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK :ONTAINING A MINIMUM OF 80% SAND WITH NO ROCK ILL PASS THROUGH A 2 'h " RING. LOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, NATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. JVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS :S AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" 'ISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. BEFORE STARTING FOUNDATION WORK. REMOVE ALL ER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE RIALS FOR SITE GRADING. EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON A N WINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. R FOUNDATION IS STRICKTLY PROHIBITED - SPECIAL SYSTEMS AS DESIGNED. NG CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 3ACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT THICK. COMPACT TO A MINIMUM OF NINETY —FIVE OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN :E THAN 12" THICK. WATER AND COMPACT EACH LAYER EQUAL TO SURROUNDING UNDISTURBED SOIL. ND POISONING PER FHA M.P.S. URFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH ATION WALLS WHICH ARE NEW. :RETE AND FOUNDATION L DETAILS) NRY .NSORY UNITS A.S.T.M C90 -70, GRADE A. IAL UNDER COVER IN DRY PLACE. CT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, HER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE . PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT CONCRETE WORK IS POURED UNLESS OTHERWISE OT USE SQUARE END BLOCKS ABUTTING CONCRETE - BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING :S IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 1 PART PORTLAND CEMENT, 1/2 PART LINE PU 1 1 Y, 3 �. ASTM C -270 AND ASTM C -90, USE TYPE "B" \ID TYPE "S" ABOVE GRADE. ;RT CEMENT 3 PARTS SAND. =5 S TEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A :GATED WITH RUST INHIBITIVE NON —LEAD PRIMER. DE ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT - AR OR PLASTER, THE CONTACT SURFACE OF METAL 'ATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED )N EACH SURFACE. 'TER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR L ON WOOD FRAME CONSTRUCTION. )F THE SAME MATERIAL, COLOR AND FINISH AS METAL TO JNLESS OTHERWISE INDICATED. PROVIDING SECURE AND )RAGE FOR PURPOSE INTENDED IN ALL INSTANCES. ENTRY USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN ER GRADING, OR INSPECTION BUREAU OR AGENCY. LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN FOR STRESS —GRADE LUMBER AND ITS FASTENINGS" — STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM STRESS IN BENDING. ITS: ITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ASONRY AT 4' -0" MAX. \J AND EXTENT OF FURRED AREAS, SEE DRAWINGS. :VATIVE: PRESSURE TREAT ALL FRAMING LUMBER, RAFTERS, FURRING, BLOCKING AND ALL STANDARD C1 -72. AND CS -72. STALL ACCURATELY, IN A NEAT AND A WORKMANLIKE IGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK PHYSICAL DEFECTS. 'HARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED SE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE URNISH AND INSTALL AS REQUIRED. :ED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS )ORS AND WINDOWS WITH APPROVED A.S.P.C.P. ODE 29 -1, A.A.M.A. = H CLASS II SPEC /A.A.M.A. SASH SECTIONS: MINIMUN .062" THICK, 6063 —T5 ( WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. ER INFILTRATION SHALL MEET OR EXCEED THE ;S ESTABLISHED BY A.A.M.A. ;ES: H TO MATCH EXISTING �1 ASONRY: 5/8" THICKNESS IN TWO COATS. N00D FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON L, LATH OVER 15 LBS. ASPHALT SATURATED FELT. T. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ;T. TO MASONRY CONST. TALL GYPSUM DRYWALL IN ACCORDANCE WITH 3 SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AKE AND CEMENT JOINTS IN ACCORDANCE WITH SPECIFICATIONS. ;ER SURFACES WITH TWO COATS QUALITY INTERIOR OR AS APPLICABLE. NEW 1/2" GYP. WALL BOARD 1/8" GLASS NEW INSECT SCREEN NEW BACKER ROD AND SEALENT NEW EXTERIOR INSECT SCREEN NEW BACKER ROD AND SEALENT NEW SLOPE NEW 5/8" S CCO TO MATCH EXISTING NEW 5/8" STUC MATCH EXIST IG STUCCO FIN. TO MATCH EXIST. CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. OF T) 1 AO NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON @ 12" 0.0 SCALE: 3 "= 1 ' —O" d IL © JAMS • r a � 2 DETAIL @ SCALE: 3 "= 1 ' —O" ti '1r 0 4 SCALE: 3 "= 1 ' —O" ©SL 8 "X8" CONC. FILLED CELL W/1 #5'S DOWEL MIN. 6" INTO FOOTING AND CONC. HEADER CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. slog 8 "X12" CONC. W/4 #5'S NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3 "X1 /4 "DIA. TAPCON @ 12" 0.0 NEW 1/2" GYP. WALL BOARD NEW CAULKING NEW 1/8 GLASS SAD NEW 1/8" GLASS NEW MARBLE ILL NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON @ 12" O.0 x8" CONC. W/1 #5's MIN. 6" PENETRATION INTO JAMB CONC. BOTH SIDES P =- 46.9/ +44.9 P.S.F. AREA OF NEW WORK FILL IN EXIST. GARAGE DOOR OPENING NEW WINDOW 70 MATCH EXISTING l THE NEW MASONRY INFILL WALL SHALL BE ATTACHED TO THE EXIST. CONCRETE COLUMNS W/ #3X1' -6" DOWELS SPACED 16" O.C. VERTICALLY. THE DOWELS SHALL BE EMBEDDED 6" INTO COLUMN W /HILTI HIT HY150 EPDXY SYSTEM . THE #3 DOWELS SHALL BEND INTO) THE GROUTED VERTICAL CELLS OF MASONRY INFILL WALL. BLOCK UP EXISTING DOOR NEW PLANTER NEW FOOTING © PLANTER & WALL Y NEW 6'- 0 "X6' -8" StWINGS GLASS DOOR A .)4-t .• • • • • • • • • • .. • •• • • . . . . ,. ... EXISTING DECK BLOCK UP EXISTING DOOR EXISTING DOOR f ' +L / � 1 F ar. l 1 " =F-4 9 47 S F. AREA OF NEW WORK SCALE: 1 /4" = 1 ' --0" SCA : 1 /4 1 ' -- EA A\ 1 -7 -03 NEW WINDOWS FILLED CELL W /(1) #5 FROM FOOTING TO TIE BEAM EVA SCALE: 1 /4" = 1 ' —O" EVA EVA n 1 -7 -03 P (c 5 P.S.F. AREA OF NEW WORK NEW PLANTER :AL NOTES: )RK PERFORMED SHALL COMPLY WITH THE FOLLOWING: SE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR FICATIONS). JTH FLORIDA BUILDING CODE. LATEST EDITION. APPLICABLE STATE AND LOCAL CODES ORDINANCES AND ATIONS. IONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE :WRITERS 11 1 ieriurimiw, 11 • • • • ITION 10.11' NGVD EXISTING DINING ROOM EXISTING KITCHEN EXIST S NK NEW DEN EXIST W EXIST. D NEW DRIVEWAY PAVER IN SAND A1 EXISTING LIVING ROOM EXIST. 1ST FLOOR ELEV. +11.28 NGVD EXISTING LIVING ROOM EXIST. 1ST FLOOR ELEV. +10.78' NGVD NEW CABINET STEP DOWN NEW RAISED FLOOR MIN. 7" ABOVE GRADE BLOCK UP EXISTNG DOOR REMOVE EXIST. GARAGE DOOR NEW 6' -0 "W X 4' -0" HT. WINDOW EXISTING PORCH EXISTING BEDROOM NEW 3'- 0 "X5' -0" GATE �--� -- NEW 5' -0" WIDE PLANTER AREA OF NEW WORK ?(N 5' -0 HT. OOD FENCE EXIST. BATH EXIST. BATH SCOPE 0 1) GARAGE CONVERSION INTO A NEW DEN 2) NEW CENTRAL A/C SYSTEM FOR ENTIRE HOUSE 3) NEW ELECTRICAL AT NEW DEN 4) NEW 5' -0" WOOD FENCE AT REAR 5) NEW DRIVEWAY OF PAVER IN SAND POOL REQUIREMENTS: SELF- GAOTESG SELF-LOCKING REQUIRED RED f FENCE: 4' HIGH (MIN.) AND NON- CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY SCALE: 1 /4" EXISTING BEDROOM EXISTING BEDROOM NEW COMPRESSOR I SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE : ESPONSIBILITY OF THE SUB — CONTRACTOR. NOTED DIMENSIONS ARE DENT OVER SCALE. E GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE J NLESS OTHERWISE NOTED OR SHOWN. iCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE )RAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A EPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT 'ROPER ADJUSTMENT :E PROCEEDING WITH THE WORK. CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE :ACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL DNS OF THE SPECIFICATIONS. .ISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE FRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR I RUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS ARE SHOWN. WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED L TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF Y PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY :EDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED 'THORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR 3 OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK D BY HIS OPERATION. ;CREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE CT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL -PENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY E CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS :EPORTED AND CLARIFICATION OBTAINED. - - ORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE rHE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE JTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, :EHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY :E. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL , CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND 'NAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE 'ACTOR. JMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE RUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR RUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR (IONS THAT ARE SHOWN OR NOTED. \LTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL 11TTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ;LL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN AL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. L COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. E CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN sIG WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS YORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER ACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO SIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL RS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF :ADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER ATE CONTRACT BY THE OWNER. :LL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CL' IAN —LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE :ABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL - -NT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER TABLE TO THE OWNER. HE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS TABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF 1ANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR HER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE : ED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT DANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS PECIFICATIONS. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE ECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL, SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES - WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, )LESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN RATION UNLESS THEY ARE IN WRITING ANn cI NED BY THE ECT, THE CONTRACTOR AND THE OWNER. I HE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO LDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT , LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT ENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT IN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. CONDITIONING AND VENTILATION PERMIT BY MECHANICAL ;TOR. ENCE EC :ALE: 1 /2 "= 1 ' -O" 2 "X4" RUNNING CONCRETE FOOTING 1' -0" ROUND 3' -0" DEEP AREA OF NEW WORK NEW 5' -0" WIDE PLANTER (2) CAR BRICK DRIVWEWAY WADE RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 1,940 S.F. INCLUDING GARAGE PROPOSED USE: RESIDENTIAL 1,940 S.F. GROSS LOT AREA: 127.96' X 70.00'= 8,938 S.F. DATA EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF 14' -6" ASPHALT /PORCH AREA 421 S.F. LANDSCAPED OPEN SPACE 6,577 S.F LEGAL 3ESCRIPTIO\ THE WEST 1/2 OF LOT 5 AND LOT 6 LESS THE WEST 5.00 FEET, BLOCK 49, MIAMI SHORES SECTION 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. OCA SCALE: 4' -0" 10' -7" 31' -11" 33 -0" 4 -7" N.E. 92ND STREET N.E. 91ST STREET SCALE: 1 " == 1 OO' 70.0' FE (2) CAR BRICK DRIVWEWAY 1 " =20' EXISTING PROPOSED 12 13 11 14 10 15 9 8 7 16 49 17 18 19 20 4 21 3 22 2 23 1 24 ON M EXISTING EXSI TING EXISTING EXISTING EXISTING EXISTING EXISTING AN 4 ' -0" 4' —O" w Q 1- w Z A 1 -7 -03 FUTURE POOL 5 -0" HT. WOOD FENCE NEW POCKET DOOR — BLOCK UP EXIST. DOOR NEW 3'X6' -8" DOOR 4X4 WOOD POSTS (TYP.) • 1 1 1 1 1 CHARLES W. CARR PROFESSIONAL LAND SURVEYOR AND MAPPER 9245 S.W. 44 Street 'TEL: 305 -221 -3416 Miami, Florida 33165 FAX: 305 -553 -9903 SURVEY NUMBER:02 -10 -425 DATE OF FIELD SURVEY :October 25th, 2002 MAP AND REPORT OF BOUNDARY SURVEY LEGAL DESCRIPTION: 'The West 1 /2 of Lot 5 and Lot 6 Less the West 5 feet, Block 49, "MIAMI SHORES SECTION 2 ", according to the plat thereof as recorded in Plat Book 10 at Page 37, of the Public Records of Miami -Dade County, Florida. ACCURACY: 'The expected use of the land, as classified in the Minimum 'fecluiical Standards (61G17 -6 FAC), is "Single Fancily Residential ". The minimum relative distance accuracy for this type of survey is 1 foot in 7500 feet. The accuracy obtained by measurement with a Sokkia Transit and a Chicago 200 foot steel tape and calculation of a closed geometric figure was found to exceed this requirement. DATA SOURCES: 'The legal description was furnished by Mark A. Campbell AIA Architects 373 N.E. 92' Street. Miami Shores, Florida 33138. EASEMENTS: 'The record plat does not indicate any easements on subject property. PROPERTY ADDRESS: 452 N.E. 92" Street Miami Shores, Florida 33138 CERTIFIED FOR: Brian 8. Ruthann Wade SURVEY NOTES: 1. 1HE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDER GROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. No ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL FOR RIGHTS - OF - WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY. DRAWING. HOWEVER. THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST. AND LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR FOR EASEMENTS AND /OR RIGHTS - OF OF RECORD. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL. NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARIN THE ASSUMED MERIDIAN ON THE R TION THEREON IF SAID DESCRIPT FRACTIONAL DESCRIPTION IF BEA SECTION MAPS AND SHOWN ON THE 6. THE FLORIDA INSURANCE RATE COMMUNITY NO. /20652 NAT DELINEATES THE HEREIN DESCRIB ELEVATION N/A FEET. THIS IS 7. ELEVATIONS ARE BASED UPON DATUM AND BENCH MARKS ARE CIT VERTICAL REFERANCE MONUMENTS. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, AND MEETS THE REQUIRE MENTS OF THE FLORIDA LAND TITLE ASSOCIATION. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARP. LICENSE NUMBER LS 1060 STATE OF FLORIDA. S' G N E D: .fed GS AS SHOWN, ARE DERIVED FROM ECORDED PLAT, THE LEGAL DESCRIP ION IS A METES AND BOUNDS, OR RINGS ARE DERIVED FROM COUNTY LOCATION SKETCH. MAP x' / DATED 7 -17-45 ZONAL FLOOD jINSURANCE PROGRAM ED LAND TO BE WITHIN ZONE.'X" NOT A FLOOD HAZARD ZONE. NATIONAL GEODETIC VERTICAL Y, COUNTY, STATE OR GEODETIC 30 /0 9 LOCATION SKETCH, SCALE, 1' = 150' r A -- ARC LENGTH R -- RADIUS T -- TANGENT C -- CHORD A -- DELTA(CEN1 RAL ANGLE) MEAS - MEASURED CALC - CALCULATED PCP -- PERMANENT CONTROL POINT PAM -- PERMANENT REFERENCE MONUMENT PC -- POINT OF CURVE RM' -- RIGHT OF WAY BM -- BENCH MARK END IP -- FOUND IRON FIFE CLR - CLEAR C L F -- CHAIN LINK FENCE TYP -- TYPICAL (FOR SEVERAL) NAIL & TAB P O B. -- POINT OF BEGINNING P 0 C - -POINT OF COMMENCEMENT C M - CONCRETE MONUMENT SAN SWR - SANITARY SEWER WiM - WAI ER MAIN LEGEND & ShMBOLS BM - BENCH MARK P■'R IRAN - POWER TRANSF0RN1ER WV - WATER VALVE WM - WATER METER P & T - JPOWER & T ELE. LINES MH - MANHOLE LID CB - CA'1CH BASIN CO - CLEAN-OUT COVER CL - CENTERLINE CBS - CONCRETE BLOCK S1RUCILRE - C(ONCREI E LIT E POLE CONC.- CONCRETE FPL - FLORIDA POWER & LIGHT EL - ELEVATION BASED ON 1929 NGVD FND IR - FOUND IRON ROD ENCRO - ENCROACHMENT W' M F - WIRE MESH FENCE DH - DRIILL HOLE N/D - NAIL & DISC C1Y MON -- COUNTY MONUMENT PKG SP - PARKING SPACE IIYD - FIRE HYDRANT H C PKG -- HANDICAP PARKING U E - UIl ILITY EASEMENT (UT IL ESM'T) "41 LOCATED IN: VILLAGE OF MIAMI SHORES, MIAMI —DADE COUNTY, FLORIDA O 1 ,&, T 9,2i_<!? _ 1 1 1 1 a tiNI IM N1 I rY 1 1 I 1 I 5'..- /, 9E /.v2 /-C 9 ¢. 82 AV9 O. /S etz a- 1 4./ 7.1 tL V Jr4rj A 5 7_ 42 p P wee /3.Z 1 z o.7 ti tL 6 • w dq re i ,e9 /A/ x¢ . 78 E o .1,5 sro/e -' ( -15.0 v A ¢/ 3 /I./ J r zo. L`. e. 8 A 241/4 -'R ;r F,O, / ,4' r L44/ES /D' /J f /:/ , L 7 L Cr' LOT DETAILS: SCALE: 1' = 15' /0. /0.G/ 'Wooer C ,Q //er mt/F ili�EOV1 pow JAN EC ^82Q4 , 1 1 /5 ,. /G .i /7 ., /8 4. /9 ,. 20 Z/ r. 22 .. z3 00 2.11K N 5 CHARLES W. CARR PROFESSIONAL LAND SURVEYOR AND MAPPER 9245 S.W. 44 Street 'TEL: 305 -221 -3416 Miami, Florida 33165 FAX: 305 -553 -9903 SURVEY NUMBER:02 -10 -425 DATE OF FIELD SURVEY :October 25th, 2002 MAP AND REPORT OF BOUNDARY SURVEY LEGAL DESCRIPTION: 'The West 1 /2 of Lot 5 and Lot 6 Less the West 5 feet, Block 49, "MIAMI SHORES SECTION 2 ", according to the plat thereof as recorded in Plat Book 10 at Page 37, of the Public Records of Miami -Dade County, Florida. ACCURACY: 'The expected use of the land, as classified in the Minimum 'fecluiical Standards (61G17 -6 FAC), is "Single Fancily Residential ". The minimum relative distance accuracy for this type of survey is 1 foot in 7500 feet. The accuracy obtained by measurement with a Sokkia Transit and a Chicago 200 foot steel tape and calculation of a closed geometric figure was found to exceed this requirement. DATA SOURCES: 'The legal description was furnished by Mark A. Campbell AIA Architects 373 N.E. 92' Street. Miami Shores, Florida 33138. EASEMENTS: 'The record plat does not indicate any easements on subject property. PROPERTY ADDRESS: 452 N.E. 92" Street Miami Shores, Florida 33138 CERTIFIED FOR: Brian 8. Ruthann Wade SURVEY NOTES: 1. 1HE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDER GROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. 2. No ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL FOR RIGHTS - OF - WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY. DRAWING. HOWEVER. THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED INSTRUMENTS OR RIGHTS WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST. AND LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR FOR EASEMENTS AND /OR RIGHTS - OF OF RECORD. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL. NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARIN THE ASSUMED MERIDIAN ON THE R TION THEREON IF SAID DESCRIPT FRACTIONAL DESCRIPTION IF BEA SECTION MAPS AND SHOWN ON THE 6. THE FLORIDA INSURANCE RATE COMMUNITY NO. /20652 NAT DELINEATES THE HEREIN DESCRIB ELEVATION N/A FEET. THIS IS 7. ELEVATIONS ARE BASED UPON DATUM AND BENCH MARKS ARE CIT VERTICAL REFERANCE MONUMENTS. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, AND MEETS THE REQUIRE MENTS OF THE FLORIDA LAND TITLE ASSOCIATION. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARP. LICENSE NUMBER LS 1060 STATE OF FLORIDA. S' G N E D: .fed GS AS SHOWN, ARE DERIVED FROM ECORDED PLAT, THE LEGAL DESCRIP ION IS A METES AND BOUNDS, OR RINGS ARE DERIVED FROM COUNTY LOCATION SKETCH. MAP x' / DATED 7 -17-45 ZONAL FLOOD jINSURANCE PROGRAM ED LAND TO BE WITHIN ZONE.'X" NOT A FLOOD HAZARD ZONE. NATIONAL GEODETIC VERTICAL Y, COUNTY, STATE OR GEODETIC 30 /0 9 LOCATION SKETCH, SCALE, 1' = 150' r A -- ARC LENGTH R -- RADIUS T -- TANGENT C -- CHORD A -- DELTA(CEN1 RAL ANGLE) MEAS - MEASURED CALC - CALCULATED PCP -- PERMANENT CONTROL POINT PAM -- PERMANENT REFERENCE MONUMENT PC -- POINT OF CURVE RM' -- RIGHT OF WAY BM -- BENCH MARK END IP -- FOUND IRON FIFE CLR - CLEAR C L F -- CHAIN LINK FENCE TYP -- TYPICAL (FOR SEVERAL) NAIL & TAB P O B. -- POINT OF BEGINNING P 0 C - -POINT OF COMMENCEMENT C M - CONCRETE MONUMENT SAN SWR - SANITARY SEWER WiM - WAI ER MAIN LEGEND & ShMBOLS BM - BENCH MARK P■'R IRAN - POWER TRANSF0RN1ER WV - WATER VALVE WM - WATER METER P & T - JPOWER & T ELE. LINES MH - MANHOLE LID CB - CA'1CH BASIN CO - CLEAN-OUT COVER CL - CENTERLINE CBS - CONCRETE BLOCK S1RUCILRE - C(ONCREI E LIT E POLE CONC.- CONCRETE FPL - FLORIDA POWER & LIGHT EL - ELEVATION BASED ON 1929 NGVD FND IR - FOUND IRON ROD ENCRO - ENCROACHMENT W' M F - WIRE MESH FENCE DH - DRIILL HOLE N/D - NAIL & DISC C1Y MON -- COUNTY MONUMENT PKG SP - PARKING SPACE IIYD - FIRE HYDRANT H C PKG -- HANDICAP PARKING U E - UIl ILITY EASEMENT (UT IL ESM'T) "41 LOCATED IN: VILLAGE OF MIAMI SHORES, MIAMI —DADE COUNTY, FLORIDA O 1 ,&, T 9,2i_<!? _ 1 1 1 1 a tiNI IM N1 I rY 1 1 I 1 I 5'..- /, 9E /.v2 /-C 9 ¢. 82 AV9 O. /S etz a- 1 4./ 7.1 tL V Jr4rj A 5 7_ 42 p P wee /3.Z 1 z o.7 ti tL 6 • w dq re i ,e9 /A/ x¢ . 78 E o .1,5 sro/e -' ( -15.0 v A ¢/ 3 /I./ J r zo. L`. e. 8 A 241/4 -'R ;r F,O, / ,4' r L44/ES /D' /J f /:/ , L 7 L Cr' LOT DETAILS: SCALE: 1' = 15' /0. /0.G/ 'Wooer C ,Q //er mt/F ili�EOV1 pow JAN EC ^82Q4 , CHARLES W. CARR PROFESSIONAL LAND SURVEYOR AND MAPPER 9245 S.W. 44 Street TEL: 305- 221 -3416 Miami, Florida 33165 FAX: 305 -553 -9903 SURVEY NUMBER:02 -10 -425 DATE OF FIELD SURVEY October 25th, 2002 MAP AND REPORT OF BOUNDARY SURVEY LEGAL DESCRIPTION: The West '/2 of Lot 5 and Lot 6 Less the West 5 feet, Block 49, "MIAMI SHORES SECTION 2 ", according to the plat thereof as recorded in Plat Book 10 at Page 37, of the Public Records of Miami -Dade County, Florida. ACCURACY: The expected use of the land, as classified in the Minimum Technical Standards (61G17 -6 FAC), is "Single Family Residential". The minimum relative distance accuracy for this type of survey is 1 foot in 7500 feet. The accuracy obtained by measurement with a Sokkia 'Transit and a Chicago 200 foot steel tape and calculation of a closed geometric figure was found to exceed this requirement. DATA SOURCES: The legal description was furnished by Mark A. Campbell AIA Architects 373 N.E. 92 Street. Miami Shores, Florida 33138. EASEMENTS: The record plat does not indicate any easements on subject property. PROPERTY ADDRESS: 452 N.E. 92 Street Miami Shores, Florida 33138 CERTIFIED FOR: Brian & Ruthann Wade SURVEY NOTES! 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. No UNDER GROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. Z. No ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. 3. ANY NOTORIOUS EVIDENCE 0 DESCRIBED PARCEL FOR RIGHTS SHOWN ON THIS SURVEY.DRAWIN PURPORT TO REFLECT ANY RECO OTHER THAN SHOWN ON THE REC DESCRIPTION AS IT APPEARS 0 NOT CERTIFY THAT SUCH INSTR HEREON WERE NOT ABSTRACTED OF OF RECORD. F OCCUPATION AND /OR USE OF THE - OF - WAY, INGRESS OR EGRESS IS G. HOWEVER, THIS SURVEY DOES NOT RDED INSTRUMENTS OR RIGHTS WAY ORDED PLAT OR STATED IN THE LEGAL N THIS DRAWING. THIS SURVEY DOES UMENTS DO EXIST, AND LANDS SHOWN FOR FOR EASEMENTS AND /OR RIGHTS- 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CERTIFY THAT ANY OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. 5. THE NORTH ARROW AND BEARINGS AS SHOWN, ARE DERIVED FROM THE ASSUMED MERIDIAN ON THE RECORDED PLAT, THE LEGAL DESCRIP TION THEREON IF SAID DESCRIPTION IS A METES AND BOUNDS, OR FRACTIONAL DESCRIPTION IF BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND SHOWN ON THE LOCATION SKETCH. 6. THE FLORIDA INSURANCE RATE MAP cd"J3t. DATED 7 COMMUNITY No. / 2G 6 5 2 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE HEREIN DESCRIBED LAND TO BE WITHIN ZONE. "X" ELEVATION NIA FEET. THIS IS NOT A FLOOD HAZARD ZONE. 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERANCE MONUMENTS. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS PURSUANT TO CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, AND MEETS THE REQUIRE MENTS OF THE FLORIDA LAND TITLE ASSOCIATION. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060 STATE OF FLORIDA. SIGNED: le e LOCATION SKETCH, SCALE! 1' = 150' /0 // 9 /1 A -- ARC LENGTH R -- RADIUS T -- TANGENT C - CHORD A -- DELTA(CENI RAL ANGLE) MEAS - MEASURED CALC - CALCULATED PCP -- PERMANENT CONTROL POINT PRM -- PERMANENT REFERENCE MONUMENT PC - POINT OF CURVE R W -. RIGHT OF WAY BM -- BENCH MARK FND IP -- FOUND IRON PIPE CLR - CLEAR C L F -- CHAIN LINK FENCE TYP -- TYPICAL (FOR SEVERAL) -- NAT, & TAB P O B. -- POINT OF BEGINNING P 0.0 - -POINT OF COMMENCEMENT C M - CONCRE1 E MONUMENT SAN SWR- SANITARY SEWER W/M - WATER MAIN LEGEND & SYMBOLS b ZZ e3 50 BM - BENCH MARK PWR IRAN - POWER 1 RANSFORMER WV - WATER VALVE W)1 - WAIER METER P & T - POWER & T ELE. LINES MH - MANHOLE LID CB - CAI CH BASIN CO - CLEAN -OUT COVER CL - CENTERLINE CBS - CONCRETE BLOCK STRUCTURE - CONCRE7 ELITE POLE CONC.- CONCRETE FPL - FLORIDA POWER & LIGHT EL - ELEVAI ION BASED ON 1929 NGVD FND IR - FOUND IRON ROD ENCRO - ENCROACFIMENT W' Af F - WIRE MESH FENCE DH - DRIILL HOLE NI) - NAIL & DISC CTY MON -- COUNTY MONUMENT PKG SP - PARKING SPACE HYD - FIRE HYDRANT H C PKG -- HANDICAP PARKING U E - U1ILIY EASEMENT (UM ESM'1) LOCATED IN: VILLAGE OF MIAMI SHORES, MIAMI -DADE COUNTY, FLORIDA I � r� ,E• 9,2,v� ,S7' '4 2'd / ,S/S/46 4'e r" I QI c\ VL .�� I TEpf " N �o. o0 .- S - / v /f� 281 PO/tC !is 0 c' 7./ /3.Z 7 o0 20.7 tV ,v A h\ 4. / 1 d P _ /./ r /0.40 /0.G/ V /2.G ,04. 7 4g A �g / S1'o,e-' C'55 ,e 45.2 /0,8 00 .0 0 9 p '- %PIO, co M • 2 3 _5E7 - A/J 1 O.if cc,e � ,9 E /t/ 4 G .a J- G 'lsioo� . t'e�at�' r p 4w //e /N- L /.VES /5 / L LOT DETAILS: SCALE: 1' = 15' 0.3 R r 3 /4 "P o JAN 2 Z0�4 nl CRCJIT 1E5 ..`JATGh '0'_E 'VP S. V'0'_TAb1P, 4�IIRE /L'OND SIZE .1G7 .' CONIC ... .L'E VOLT AMP. POLE , = PCJT P. 3 A 3 A`2PS. DF. !r_.NA'CN I ") BEDROO'v! EE 0 1 ! ' 5 342 2 3 '4 A. 13 : 1 C2 2 $ ' 2 . 4 . . . N . 3 1.2C0 1/20 /,4 HER 1••) B DPOOM REC`CS. l' '5 3 2 #'4 A..NG 33 C4 3 # "JAN3 2 5CC 2130 JY?"ER (^) BEDROOM REC - CS 1r 242 2 # "4 A1IG C5 06 2 500 FAT?COM'_TS &RECTS. 1 3 4 2 20'2AeV3 C8 20 '2AA'S 1 5CC 1110 'D'S'HWA:SHER BAT- RCOM L TS & RECTS 1!20 342 2 5 ' 2 ANS 09 ' 0 2 #'2 A..V3 900 1/20 APBA' E CtSPCSAL SN1ALL APPLIANOES 1/20 242 2 0 '2 ANu ' 1 2 #'2.A'.V3 1 500 1/20 REFRIGERATOR SMALL A,Pt_ ANCES 1/20 342 2 3 "2 A.NG "3 4 3 # E A.,NG 8.000 21E0 .RANGE S•1A.LL,APPLIANCES 1/20 3 23 '2ANG 5 '3 5 ?CC LS. & RECEPTACLES 1 / 1 5 342 2 # 14 A.' '3 2 # "0 F.V3 2 I'M ANA HEATER L'S. & RECEPTACLES 1/ 5 342 2 3 14 AN., <9 20 2 250 L`S. & RECEPTACLES 1 / 1 5 242 2 5 14 AWG 2 1 22 2* 1 0 AWG 1. 920 2100 _FA' SPR P1 LER LTS. & RECEPTACLES 1/ 342 2 # 14 A:•3 23 24 1 320 L3. &RECEPTACLE3 1/ :5 342 2314A:N3 25 25 251C A'A'3 N 1/2' 0 3108 2150 ,Yr CJ LB. & RECEPTACLES 1/ 3 2 #'4 A:VG 27 23 3 1C L & RECEPTACLE 1 /'5 242 2 3 "4 A,N3 23 23 2 # 5 A:13 N 3. C 5 325 JEC A.0 A IU LS. & RECEPTACLES 1 /'5 3 2 $ '4 4... 31 22 5 328 FAT -RCGM i_ & RECTS 1..20 242 2 3 1 2 Ak.'V3 33 24 SFACE SPACE 35 36 SPACE SPACE 3. !SPACE SRACEI 39 4) :SPACE SPA_'.EI 41 42 SPACE_ _IG;HT & RECEPTACLES LOAD' 3VA•SOFT = 1:x13 : S3:- • 31/A = 5,320'. dA CN 17 C"(`S = 242 '24. GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 . o) THE DRAWINGS ARE DIAGRAMMATIC ANO DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFUCTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOAROS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR 5 RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO 50. 3 . THE CONTRACTOR 15 RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES ANO FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPUCABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO '0Z' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER ANO FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING W DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 'ASE'2C /2 ft :!^.. .. 1y` A 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER UNE OF DEVICE UNLESS OTHERWISE NOTED, 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA UGHTING. LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 28 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. 29 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEILING FAN 'MOULD LIKELY BE INSTALLED SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 30 . CONTRACTOR TO PROVIDE END LINE FUSES FOR FLUORESCENT LIGHT FIXTURES. 3 ' •A. BKR. 31. CONDUITS INSTALLED UNDERGROUND SHALL BE SEPARATED FROM OTHER TRADES PIPING BY A HORIZONTAL DISTANCE OF 10' (OUTSIDE TO OUTSIDE). 32 . 33 . THE USE OF NMC IS PERMITTED AS A WIRING METHOD. PANEL "A" LOAD ANAL SS ■LASED GN '201 24C V, ' RiH TOTAL DEMAND = 36,218 ;'."A FRS— 0.( VA. 4 1 'J0% '0,100 ;':.A 23 215 CJ 4C % OA87 4.17 _DAD 11 So i�65% 7 313 '.A 27,303 A 27,803 VA / 240 'J `6 AC LOAD ;CCCL,!JG A:I FEA`NG LOAD ARE NON CONC'JRSE!'IT • 4.FCIT . DPEA , 'ER LUMINARIES FIXTURES iN CLOTHES CLOSETS TO COMPLY MTH NEC - 410.8. 13CAr N.T.S. EXIST, FPL. METER NEMA 3R SERVICE RATED GROUND LEVEL ,EL (SEE FLOOR PLAN) EXISTING 3 1 1 iN 2'C TO FPL, SERVICE EXIST. PANEL , EXIST. 3 / 1 IN 1 -1/2' C EXIST. 1 1 6 IN 1/2' C TO CPW ANO (2) 5/8'0X1 LONG GNO. DRIVEN GALVANIZED STEEL ROOS 6' APART MIN. ELECTRICAL RISER DIAGRAM `Y=E 1E1,1E JS IdO12R11' , SURFA.L ELECTRICAL LEGEND 4$ 0 N V. P. \�J SINGLE POLE TOGGLE SWITCH - DIMMER SWITCH DUPLEX RECEPTACLE - + 18' SINGLE RECEPTACLE - JUNCTION BOX SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. AI TD) 125 V, WITH BATTERY BACK UP CONNECTER) NEAREST KITCHEN OR BATHROOM UGHTING UNSWITCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY ELECTRIC PANEL - SURFACE MOUNTED GROUND FAULT INTERRUP TOR WEATHER PROOF DISCONNECT SWITCH ELECTRIC MOTOR TELEVISION ANTENNA OUTLET INCANDESCENT FIXTURE - WALL MOUNTED FLUORESCENT STRIPS DENOTES EXISTING ITEM DENOTES RELOCATED ITEM DENOTES NEW ITEM DENOTES VAPOR PROOF 4' RECESSED LIGHT FIXTURE- CEILING MOUNTED 2 A -22.24 F G. F.I. EXISTING N ITCHEN EXIST SINK UTILITY ROOM '& A -19 EX9 )T. W A -13 G.F.L e N A -11 G.F.I.30 N A -04,06 EXIST. 4,18 J, BOX FOR HOOD A -31 I r' .. EXISTING LIVING ROOM EXISTING DECK EXISTING LIVING ROOM RELOCA ' D PANE EXISTING PORCH EXISTING BEDROOM 09 XIST. EXISTING BEDROOM A -17 3R N A -17 ELOCATED -TER n OOR SCALE: 1 /4" 1 0 " • • • • • ••• • • • • • • • • R A -26,28 A- 03 WP /GF1 REYES - GAVILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES — GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 16252 N.W. 79 AVE. MIAMI LAKES, FL. 33016 TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelec©beUu9uth.net • - ••• • w• ' + a • w • • • • • • • • • • • • • • • • • • • • • • ELECTRICAL LEGEND $ SINGLE POLE TOGGLE SWITCH - $ DiMMER SWITCH $ DUPLEX RECEPTACLE - + 18' 6 SINGLE RECEPTACLE - JQ JUNCTION BOX 20 SPECIAL PURPOSE OUTLET .4 TELEPHONE OUTLET - ® SMOKE DETECTOR (CL G. NM) 125 V, WITH BATTERY BACK UP CONNECTOM NEAREST 2814 A',NG KITCHEN OR BATHROOM LIGHTING 72 UNSWITCHEO CIRCUIT. ALL SMOKE ",5JC DETECTORS SHALL BE INTERCONNECTED 120 TO SOUND SIMULTANEOUSLY . ELECTRIC PANEL - SURFACE MOUN TED G.F.I. GROUND FAULT INTERRUPTOR WP WEATHER PROOF DJ DISCONNECT SWITCH '^ ELECTRIC MOTOR 4 TELEVISION ANTENNA OUTLET 0 INCANDESCENT FIXTURE - WALL MOUNTED 11'5 FLUORESCENT STRIPS , 1 E DENOTES EXISTING ITEM R DENOTES RELOCATED ITEM N DENOTES NEW ITEM V. P. DENOTES VAPOR PROOF `�J 4 RECESSED LIGHT FIXTURE- CEILING MOUNTED 1 . IP JT DE ;NAT ,- _ , I , , -C_E i -M'S. VC_TAS1P. 'APE r 1Dr.0 - 1=E Y+RElOC D. j S Z'_ 0 I LI :'GL`, POLE C DESGHATCI, A I B A I E 4,1P3. 1'I BEDROOM FEC CS 1. 5 '.42 2814 A',NG _ 72 2 d 2 AV'iG ",5JC 120 ^1A.SH ■••) g DPJr: PE CS 1'5 1 342 2014 AN; :3 74 38 0AWG 2,5JC 2'30 DYER i.") B DROCVREO CS 11'5 242 i 2814ANC; :5 76 2.5X BA R,C. A ' _ 3 S. R TS 1.20 242 2* 1 2 A NS : i 78 2 ' 2 4 , G ',53C 1,'2C 1 SH.bASHER per' 407, 1 ,.-S & R - CTS 1, 20 342 2 8 12 AN; CG 1C 2 V ':G CO 9 1 :2C 4.'EA3E DDSROSA_ S+1AL APP'_AN ES 1,20 342 2 8 1 2 A.NG 1 ' . 1 2 2 2 ' G " 52C 12C REFRGERATCR SlAL ��P IA.V "E '.20 ;42 2#12AVc, 13 14 3*o "G ?.JCC 2'5C .ANGE ;VAL. AF U20 242 2 8 12 A -; 15 16 8,00C L'S 3 RECEPTACLES II 5 342 242 281a 4..1G 17 18 2 8 C AV;G 2.250 23C ';LATER'i-EATER L'S 3 RECEPTACLES - 2814 A.ti3 1G 2C 2,25C L 5 242 2814r'.VS 22 2 2 'C. , WG ". ?2C 2'3C ANT:SPRNK_ER LS 3 . ECEPT CLES 5 342 28 14 '.N3 : 23 L4 ',920 LS & -?ECEPTA.CLES 1...5 342 2814 A,V3 26 231D ,W3 n 1'!' C .,,' 2'5C NC CiU L - S. 3 R:ECEPT~,CLES 1.5 342 2* 14 44 V• 2, 28 3,178 _ _ 3 RECEPU:CLES J ' 5 242 2 4 A . \ ' 3 29 ?C 2 0 3 F:r.'G IN 1 ^4' ': 5,329 26C NO /Ji'J L S <�E -.CLES 1: - 5 342 2*14?.V3 _ 32 5.628 .4C =(.1. 'J'v1 _ 3 5 C 2 4 4 4 ' 2 0 20 242 2 C 12 4'.'1 _.. 34 3FAC E =,ACE 36 SPAT,E c?ACE 37 3F, SPACE S=.ACE 39 4C ;; 'A_E BRACE 4' 42 ;SPACE GENERAL ELECTRICAL NOTES ALL WORK SHALL BE iN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, FLORIDA BUILDING COOS AND OTHER APPLICABLE COOES AND STANDARDS. 2 o) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL. OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) 'WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E'9 ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS iN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO S0. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 8 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FI NISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 INSTALL POWER ANO CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS ANO PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 , ALL CONDUCTOR SHALL BE COPPER. 11 , ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO '0Z' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL 8E FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 18 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT 'WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK 'WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS MIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAIO MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY, THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. LA ;E 21; 1247 v 3 •HJN _p `..A 'V 84P 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES S1 -IALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT ANO WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING. LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 29 . ALL CEILING OUTLET BOXES INSTALLED IN A LOCATION IN WHICH CEILING FAN WOULD LIKELY BE INSTALLED SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 28 . ALL BEDROOM OUTLETS TO COMPLY WITH NEC 210 -12. 30 . CONTRACTOR TO PROVIDE ENO LINE FUSES FOR FLUORESCENT UGHT FIXTURES. 31 . CONDUITS INSTALLED UNDERGROUND SHALL BE SEPARATED FROM OTHER TRADES PIPING BY A HORIZONTAL DISTANCE OF 10' (OUTSIDE TO OUTSIDE). 32 . 33 . THE USE OF NMC IS PERMITTED AS A WIRING METHOD. HT 3 ;EC'= P ".r_ES _GAG 3', A'3:FT = 1,C4O LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC- 410.8. 10 .0 N.T.S. PAN' A' LOAC HNAL'i S G :BA ''-ED- .,'4'20/2 'J T7 €VANCL:AJ= 362'8 ':A _. ... 1?S''0 7C0 VA 25 4J '0487 ',A. iC1.0 '12.8 X65% 7,316 VA 278C3 VA 27.303 VA! 240 V ^16 A: 0CLVG AND PEATN OADAPE N3V ^0 I ='EV' EXIST. FPL. METER NEMA 3R SERVICE RATED HE 'JV GROUND LEVEL (SEE FLOOR PLAN) EXISTING 3 / 1 IN 2"C TO FPL. SERVICE EXIST, 1 A 6 IN 1/2' C TO CPW AND (2) 5/8 "0X10' LONG GND. DRIVEN GALVANIZED STEEL RODS 6' APART MIN. ELECTRICAL RISER DIAGRAM T 2E S E1,ENS G SURFACE EXIST. PANEL 'A" EXIST. 3 1 1 IN 1 -1/2" C _.._" 3'.'A = 5820 'JA , PRODUCED BY AN AUTODESK EDUCATIONAL PRODUG 2 F A -22,24 F N 1 u G. F.1 EXIST NG KITCHEN NEW DEN aA A -19 EXISTING DINING ROOM A -13 G.F.I, N A -31 N t1� E UTILITY A -18,20 A -04,08 N D EXISTING LIVING ROOM EXISTING LIVING ROOM EXISTING PORCH O� O A -01 EXISTING BEDROOM A -27 d: WP /Gn EXISTING BEDROOM EXISTING BEDROOM N A -031 3R A -17 ionao id 1VNOLLV01103 NsAuolflV NV MI 03Ol4O2id RELOCATED METER RELOCATED 1 , PANEL l de l ? ��'�' 0-/ A c' / 9/ 12 2B AREA OF NEW WORK SCALE: 1 /4"— 1 EC R CAL OOR P AN A-28,28 A- 03 WP /GF1 REYES— GAVILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES - GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E,, 0048181 16252 N.W. 79 AVE. •'� y MIAMI LAKES, FL. 33016.• „ TEL: (305) 828 -5205 FAX: (305) 828 =6484 megaelec©belIspyth.net DOOR SCHEDULE MK TYPE SIZE ELEV MATERIAL_ FRAME T'HLD W'STR REMARKS O DOER H (2)3'- 0 "X6' -8" ALUM. METAL YES YES SELECTED BY OWNER _ - — SWING 2'- 10 "X6' -8" 1 1 1 . NO NO _ � k SLIDING (2)3'- 0 "X6' -8" WOOD WOOD NO NO 4 0 g)8 '_ �� 3 0X6 -8 _.----....,...,:„......, WOOD WOOD NO YES . O O NEW 0 BI -FOLD 3'- 0 "X6' -8" WOOD ALUM. NO NO 0 POCKET 2'- 2 "X6' -10" A / c WOOD WOOD NO NO 70 BI -FOLD 2'- 0 "X6' -8" WOOD WOOD NO NO 1, 5 -3" 1 -11" , _ II — - - --- "-'' I «t -,ll 1 o0 i■l 1 I g O 00 . G . .07Z17010 o 0 ►f, '. I I I F i.'1 I d/ N . 0 0 _ N ■ DOOR SCHEDULE MK TYPE SIZE ELEV MATERIAL_ FRAME T'HLD W'STR REMARKS O DOER H (2)3'- 0 "X6' -8" ALUM. METAL YES YES SELECTED BY OWNER 0 SWING 2'- 10 "X6' -8" WOOD WOOD NO NO SLIDING (2)3'- 0 "X6' -8" WOOD WOOD NO NO 4 0 g)8 '_ �� 3 0X6 -8 WOOD WOOD NO YES 0 BI -FOLD 3'- 0 "X6' -8" WOOD ALUM. NO NO 0 POCKET 2'- 2 "X6' -10" WOOD WOOD NO NO 70 BI -FOLD 2'- 0 "X6' -8" WOOD WOOD NO NO II II 1I II 11—1 ELEVATION A SCALE: 1 /2" - 1 ' -O" SCALE: 1 /2 "- 1 ' -O" ELEVATION A ELEVATION A ELEVATION /A\ ELEVATION ELEVATION C� ELEVATION A ELEVATION A se 1 al 11 29' -2" SCALE: 1/4 " -- 1'--O" /I — 8" NG 91 if 0 SCALE: 1 /4" -= 1 ' -O" 11 5'-2" � - 3'-3" ROO 12' 11' -9" 10-5-04 ROOM PRODUCED BY AN AU TODESK EDUCATIONAL F'RODUG T 1Of1OOUd 1VNOlivoniO3 >1S340111d NV A8 038f1130Ud PLUMBING FIXTURE CONNECTION SCHEDULE PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION WATER SANITARY LINE VENT LINE COLD WATER LINE HOTWATER LINE EXISTING LINE GATE VALVE FLOOR PENETRATION FLOOR DRAIN WATER HAMMER ARRESTOR WALL CLEANOUT SHUT -OFF VALVE TIE -IN TO EXISTING PIPING VERIFY LOCATION AND INVERT BEFORE ROUGH -IN. NOTIFY ENGINEERS FOR ANY DISCREPANCIES. - - HOT - - - - - -- WATER CLOSET pa FD III WCO S.O.V. ® 1/2' PLUMBING FIXTURE CONNECTION SCHEDULE ND. DESCRIPTION DRAIN WATER REMARKS COLD HOT WC WATER CLOSET 3' 1/2' -- FLUSH TANK, 1.6 GPF LAV. LAVATORY (COUNTER TYPE) 1 1/2 1/2" 1/2" PROVIDE 2.0 GPM FAUCET SH SHOWER (NOTE 1) 2" 3/4 3/4' PROVIDE Z5 GPM SHOWERHEAD EXISTING 3/4 H & CW PIPING 0 WALL 1/2 GENERAL PLUMBING \OTES: ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. DRAWINGS: Refer to all drawings for coordination of the plumbing work. ARRANGE AND PAY for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. ALL HORIZONTAL SANITARY PIPING 3" and larger shall slope at 1/8 inch per foot minimum, unless noted otherwise. per foot minimum, unless noted otherwise. All piping 2" and smaller shall slope at 1 /4 "inch per foot minimum. )P DRAWINGS: Contractor shall submit for approval, within days of signing contract, a minimum of five copies of fully :criptive literature, including but not limited to: water iters, and plumbing fixtures. No work shall proceed without approval of these submittals. MBING FIXTURES: Fixtures shall be as selected by architect id shall be furnished and installed by this contractor. xtures shall be complete with drains, traps, supplies and ly other accessory required. ERIALS: PIPING: a. Soil, waste and vent, and storm: Sanitary pipe, PVC, DWV, Schedule 40. b. Domestic water: Copper pipe, Type L with sweat wrought copper fittings. Type "M" in concealed spaces is acceptable. Isolate piping from concrete with insulating material. c. Domestic water supply assembly: Chrome finish tubing with angle shut off valves. Insulation: a. Hot water & hot water return: Provide 1/2" thick fiberglass pipe nsulation with jacket and self sealing flaps. ING TEST AND DISINFECTIONS: Test: All sanitary and domestic water supply piping shall be tested for Teaks before piping is concealed or connected to equipment and plumbing fixtures. Disinfection: All domestic water piping shall be disinfected by introducing a solution of calcium hypochlorite of 50 parts per million of chloride and as per AWWA Standards. TRACTOR SHALL COORDINATE exact location of sanitary, storm d domestic water piping before starting any work. Notify :hitect /Engineer of any deviations from design drawings. NOUTS: Wall: Josam 58890 -15 RACTOR to fire protect and seal all openings and pipe trations thru fire rated walls and ceiling. Materials and thods of fire rating shall be approved by the local duct control aproval department and shall be U.L. listed. /IDE CEILING /WALL ACCESS DOORS where indicated on drawings I when required to access mechanical equipment and valves. )rs shall be recessed type, fire rated if in fire rated wall or ceilings. manufactured by Karp model RDW and KATR. MBING CONTRACTOR SHALL review structural and demolition drawings to bidding to fully familiarize himself with project. 3/4' 1/2" 3/4 WATER PIPING ISOMETRIC - NTS 2 ° (2 FU) EXISTING 3/4 H & CW PIPING 0 WALL TIE -IN TO EXISTING 2" VENT PIPING 2' NOTES: 1. ALL SHOWER HEADS SHALL BE OF THE ANTI- SCALD, PRESSURE BALANCE TYPE. 2. ALL FIXTURES SHALL COMPLY WITH THE FLORIDA BUILDING CODE WATER CONSERVATION STANDARDS. WALL WATER HAMMER ARRESTOR (TYP.) NOTE: • ALL HORIZONTAL DRAIN PIPE 2'0 OR SMALLER SHALL BE SLOPED AT 1 /4' /FT • ALL HORIZONTAL DRAIN PIPE 3'0 OR LARGER SHALL BE SLOPED AT 1 /8' /FT. MIN. EXISTING 3" SANITARY PIPING. SANITARY PIPING ISOMETRIC - NTS • (2) LAV TYPICAL CLEANOUT DETAIL N.T.S. TIE -IN TO EXISTING 3 VENT PIPING TO 3 VTR • FACE OF WALL STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG. 2 " • 1 J. I I � --fi EXISTING DINING ROOM EXISTING KITCHEN SINK NEW DEN w UTILITY ROOM 00 00 D H1 UM F 00 - 3 EXISTING LIVING ROOM f i j SCALE: 1 /4 "= 1 1! EXISTING LIVING ROOM 1 I EXISTING DECK COOG EXISTING 4" SANITARY BLD DRAIN. VERIFY 1 EXACT LOCATION BEFORE JOB COMMENCEMENT. G EXISTING PORCH TIE -IN 0 EXISTING 3' VEN IPING TO 3' VTR TIE -IN TO EXISTING 3 SANITARY PIPING TIE -IN TO EXISTING 3/4" H & CW PIPING 0 WALL EXISTING BEDROOM TIE -IN TO EXISTING 3' SANITARY PIPING TIE -IN TO EXISTING 2' VENT PIPING EW BATH (2) IAA EXISTING 3/4" H & CW PIPING 0 WALL N 1 v (2) LAy i DRAWING NOTES: 1- THIS IS AN EXISTING BUILDING WITH EXISTING PLUMBING FIXTURES. THE SCOPE OF WORK IN THIS CONTRACT INVOLVES: a -) INTERIOR BATHROOMS RENOVATION AS SHOWN. b -) NOT FIXTURES ARE IN ADDITION. FIXTURES UNIT EXISTING AS IS REFER TO DELOMOLITION PLAN. EXISTING WATER METER TO REMAIN. EXISTING BEDROOM EXISTING BEDROOM T I I I 1 I � EXISTING 3/4' DOMESTIC .h 'WATER SERVICE TO REMAIN AN RG REYES— GAVILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES- GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 16252 N.W. 79 AVE MIAMI LAKES, FL 33016 TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelec®bellsouth.net ••• ••• • • • •,• •: • • i : a • • a,, • • • . _ • • • • • • • • • s TES: : FORMED SHALL COMPLY WITH THE FOLLOWING: IERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR NS). )RIDA BUILDING CODE. LATEST EDITION. :ABLE STATE AND LOCAL CODES ORDINANCES AND - _ LECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE ;S VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE SIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE OVER SCALE. RAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE OTHERWISE NOTED OR SHOWN. NCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE S, WHEN IN THE OPINION OF THE CONTRACTOR A i EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT ADJUSTMENT ICEEDING WITH THE WORK. )ITIONS AND ALL APLICABLE REQUIREMENTS OF THE ETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL - THE SPECIFICATIONS. S: IN THE EVENT THAT CERTAIN FEATURES OF THE )N ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR )N SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS HOWN. < COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED S. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF OTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED i IES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK HIS OPERATION. NCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE ROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, HROUGHLY UNDERSTAND THE WORK. ANY AND ALL IES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT -1E COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY JTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS ED AND CLARIFICATION OBTAINED. COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WNER CURRENT INSURANCE CERTIFICATIONS IN THE QUESTED BY THE OWNER FOR WORKMENS COMPENSATION, SIVE GENERAL LABILITY, BODILY INJURY AND PROPERTY IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR '1IFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL MS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND NJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE ONS: IN THE EVENT THAT CERTAIN FEATURES OF THE ON ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR ON SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR THAT ARE SHOWN OR NOTED. NG STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT OVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. \TERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. -ORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. NTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING )F THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN )RK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER :S CONCERNED REGARDING PROPER LOCATION AND SIZE OF CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL E CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR ULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE NY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER :ONTRACT BY THE OWNER. DNTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS _IKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR .N ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY iM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER TO THE OWNER. ONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM OD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF - OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE )R PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT E WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS !CATIONS. DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. TANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES RK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, 3 OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN )N UNLESS THEY ARE IN WRITING AND SIGNED BY THE THE CONTRACTOR AND THE OWNER. GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO GS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT EST EDITION, ARE HEREBY MADE PART OF CONTRACT THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT IE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER -RAL CONDITIONS" IN THE EVENT OF A CONFLICT. NDITIONING AND VENTILATION PERMIT BY MECHANICAL NCE EC ON LE: 1 /2 "= 1 ' ---0" WADE RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 1,940 S.F. INCLUDING GARAGE PROPOSED USE: RESIDENTIAL 1,940 S.F. GROSS LOT AREA: 127.96' X 70.00'= 8,938 S.F. DATA EXISTING EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF 14' -6" ASPHALT /PORCH AREA 421 S.F. LANDSCAPED OPEN SPACE 6,577 S.F LEGAL DESCRIPTIO\ THE WEST 1/2 OF LOT 5 AND LOT 6 LESS THE WEST 5.00 FEET, BLOCK 49, MIAMI SHORES SECTION 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 1 -7 -03A w Q 1- w Z 12 13 lo rn N 11 14 EXIST. 1ST FLOOR ELEV. +10.78' NG NEW 5' -0" EXIST. 1ST F ELEV. +11.28 NEW ADDITION ELEV. +10.11 IN WIDE PLANTER (2) CAR BRICK DRIVWEWAY 2 "X4" RUNNING CONCRETE FOOTING 1' -0" ROUND 3' -0" DEEP 10 15 M 10'- 7" 31' -11" 33'- 0" 4 16 SCALE: N.E. 92ND STREET (4J 17 7 18 70.0' R., 4\7-7-04 70.0' IE EXISTING EXSITING EXISTING EXISTING EXISTING EXISTING EXISTING PROPOSED 19 N.E. 91ST STREET (2) CAR BRICK DRIVWEWAY 1 " =20' 20 4 21 Al b C.L. OF ROAD ELEV. +9.04' NGVD FLOOR 28 NIGVD Al -7 -03 r) N 3 22 AN 2 23 SCOPE OF WORK 1) GARAGE CONVERSION INTO A NEW DEN 2) NEW CENTRAL A/C SYSTEM FOR ENTIRE HOUSE 3) NEW ELECTRICAL AT NEW DEN 4) NEW 5' -0" WOOD FENCE AT REAR 5) NEW DRIVEWAY OF PAVER IN SAND 1 24 w 4 1- w Z Al -7 -03 AREA OF NEW WORK NEW WOOD DECK FUTURE POOL 5' -0" HT. WOOD FENCE 4X4 WOOD POSTS (TYP.) ,4n 10 -5 -04 NEW POCKET DOOR — BLOCK UP - EXIST. DOOR NEW 3'X6' --8" DOOR NEW RAISED FLOOR MIN. 7" ABOVE GRADE 5 -10 1 7 ■ 0 ■ III I 4 :0 i !maga r 11 1 -7 -03 a a 0 0 r - Ir 3 ' NEW AD ELEV. + Al -7 -03 EXISTING DINING ROOM EXIST. KITCHEN ELEV. +11.28' NGVC 1 EXISTING KITCHEN EXIST SINK N EL UTILIT ROOM NEW DEN 1021 EXIST W W UTILITY RO V. +11.28' N 1041 00 00 t 8' -0" EXIST. D NEW DRIVEWAY PAVER IN SAND 4\1 -7 -03 OCR P EXISTING LIVING ROOM 0 SCALE: 1 /4 "= 1 ' -0" 0 EXISTING LIVING ROOM EXIST. 1ST FLOOR ELEV. +11.28 NGVD /11 -7 -03 EXIST. 1ST FLOOR ELEV. +10.78' NGVD EXISTING DECK EXISTING PORCH EXISTING BEDROOM L, 7 5 ' -O " AN NEW 5' -0" WIDE PLANTER AREA OF NEW WORK NEW 5' -0 HT. WOOD FENCE NEW CABINET NEW BATH AWAVYW Age/ 2 "X8" PT. LEDGER W/ 1/2 0 EXP. BOLTS AT 24" 0.C. 4 "x4" WOOD POSTS (TYP.) EXIST. METER -& PANEL STEP DOWN 2 "X12" DECKING NEW 6' -0" SLIDE GLASS DOOR BLOCK UP EXISTNG DOOR REMOVE EXIST. GARAGE DOOR NEW A/C O\ WAWA• /A4 4X4 P.T. POST, FOOTING DADE COUNTY & BOLTS BEYOND APPROVED HURRICANE STRAPS © EACH 2 "X8" JOISTS NEW 6' -0 "W X 4' -0" HT. WINDOW NEW 3'- 0 "X5' -0" GATE © A10-5-04 EXISTING EDROOM 2 "x6" DECKING 7 -7 -04 SEE A -3 SHEET EXISTING BEDROOM NEW —� COMPRESSOR 2 "X6" WOOD BEAM SCALE : 1" — 1' —O" W / 1/2" WA SHERS BOLTED TO 2" STRINGER & 4X4 POST. 4. TYPICAL DETAIL CONN (DOUBLE 2X6 TO 4X4 POST)- SCALE : 3/4" = 1' -O" r 2 "X6" FLOOR JOISTS HUGHES UH28 JOIST HANGER TYPICAL DETAIL CONNECTION (FLOOR JOIST TO WOOD BEAM) 2 X 12 NAILED FULLY TOGETHER TYPICAL STAIR FRAMING SCALE : 3/4" = 1' —O" 42" H . HANDRAIL W PICKET MAX. SPACING 3.99" 2x6 DECKING NUMBER OF TREADS TO BE DETERMINED BY EXIT. GRADE MAX. 7" RISER AND 1' -0" TREAD 4 "X4" P.T. WOOD DEEP CONCRETE FOOTING TYPICAL DETAIL CONNECTION (4X4 POST TO FOOTING) SCALE : 3/4" = 1' —O" POST IN 1'- 0 "X3' -O" (1) 2 "X6" W (2) 16 d NAILS © EACH INTERIOR POST 12 11 10 9 8 7 6 4 3 2 1 ir EXISTING DINING ROOM EXISTING KITCHEN EXISTING EXIST EXIST. EXIST. DECK SINK W D S N W UTILITY RO4IM UTILITL V. +11.28 D ' N V 1104 /— ' � �'�' ROOM w I s _._ ��' II iak 103 NEW O CL. NEW DEN EXISTING LIVING ROOM EXISTING LIVING ROOM EXISTING PORCH EXISTING BEDROOM EXIST. BATH TYPICAL DETAIL CONNECTION A (FLOOR JOIST TO WOOD BEAM) —1 SCALE : 1" = 1 —O" W /WA / HERS BOLTED THROUGH D TO 0 2" STRINGER & 4X4 POST. 4X4 P.T. POST, FOOTING & BOLTS BEYOND 2 "x6" DECKING EXISTING BEDROOM 2 "X6" WOOD BEAM TYPICAL DETAIL CONNECTION (4X4 POST TO FOOTING) SCALE : 3/4" = 1 —O" HUGHES UH28 JOIST HANGER 2 X 12 NAILED FULLY TOGETHER NUMBER OF TREADS TO BE DETERMINED BY EXIT. GRADE MAX. 7" RISER AND 1' -0" TREAD 2x6 DECKING 4 "X4" P.T. WOOD DEEP CONCRETE FOOTING POST IN 1'- 0 "X3' -0" TYPICAL DETAIL CONNECTION / (DOUBLE 2X6 TO 4X4 POST) , SCALE : 3/4" = 1' —O" I MED SHALL COMPLY WITH THE FOLLOWING: _ NOTES (UNLESS OTHERWISE NOTED IN PLANS OR . BUILDING CODE. LATEST EDITION. STATE AND LOCAL CODES ORDINANCES AND TRIC CODE, OSHA AND NATIONAL BOARD OF FIRE - 1CATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE _ITY OF THE SUB— CONTRACTOR. NOTED DIMENSIONS ARE : SCALE. NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE ERWISE NOTED OR SHOWN. S: THE CONTRACTOR SHALL COMPARE AND COORDINATE VHEN IN THE OPINION OF THE CONTRACTOR A ISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT JUSTMENT SING WITH THE WORK. "IS AND ALL APLICABLE REQUIREMENTS OF THE EN OWNER AND CONTRACTOR SHALL GOVERN ALL E SPECIFICATIONS. d THE EVENT THAT CERTAIN FEATURES OF THE .RE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR HALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS N. )MPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED ONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF - AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY ' ROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR ST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK OPERATION. IS: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE 3LY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, UGHLY UNDERSTAND THE WORK. ANY AND ALL AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT :OMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY CTOR TO INSURE THAT DISCREPENCIES AND OMISSIONS AND CLARIFICATION OBTAINED. MENCING WITH THE WORK, THE CONTRACTOR SHALL FILE - CURRENT INSURANCE CERTIFICATIONS IN THE ISTED BY THE OWNER FOR WORKMENS COMPENSATION, GENERAL LIABILITY, BODILY INJURY AND PROPERTY HE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR THE OWNER AND THE ARCHITECT FOR ANY AND ALL SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND :Y, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE : IN THE EVENT THAT CERTAIN FEATURES OF THE '\RE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR T ARE SHOWN OR NOTED. STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL 'TCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT - BY THE ARCHITECT AND STRUCTURAL ENGINEER. •IALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. SHALL BE SELECTED BY THE ARCHITECT OR OWNER. "CTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING HE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OTHER CONTRACTORS WORK, CONSULTING WITH OTHER �ONCERNED REGARDING PROPER LOCATION AND SIZE OF OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER _L CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO - ING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL UT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR Y RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF JS THE COORDINATION, REPAIR AND PREPARATION FOR THE OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER RACT BY THE OWNER. :ACTORS WORK WILL BE PERFORMED IN A FIRST CLASS MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR .LL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY ;LL INSTALLATION TECHNIQUES OF THE TRADE. ALL ACES DURING THE COURSE OF HIS INSTALLATIONS. ALL :DWARE SHALL BE THROUGHLY CLEANED IN A MANNER THE OWNER. RACTOR SHALL GUARANTEE IN WRITING IN A FORM AS THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM OF NO LESS THAN (1) ONE YEAR AFTER DATE OF = WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR WINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE 'ROPERLY REPAIRED AT NO ADDITIONAL COST TO THE 1RK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT 'ITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS I IONS. WINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE LL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. !TIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, = OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 'AIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN UNLESS THEY ARE IN WRITING AND SIGNED BY THE CONTRACTOR AND THE OWNER. !ERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT EDITION, ARE HEREBY MADE PART OF CONTRACT ;ESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER - CONDITIONS" IN THE EVENT OF A CONFLICT. HONING AND VENTILATION PERMIT BY MECHANICAL \ICE EC 1 /2 " = 1 ' -0 ON WADE RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 1,940 S.F. INCLUDING GARAGE PROPOSED USE: RESIDENTIAL 1,940 S.F. GROSS LOT AREA: 127.96' X 70.00'= 8,938 S.F. DATA EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF ASPHALT /PORCH AREA LANDSCAPED OPEN SPACE LEGAL DESCRIPTION THE WEST 1/2 OF LOT 5 AND LOT 6 LESS THE WEST 5.00 FEET, BLOCK 49, MIAMI SHORES SECTION 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 1-7-03A NEW ADDITION w Q 1- w EXIST. 1ST F 0 ELEV. +11.28 ELEV. +10.11 NG WIDE PLANTER (2) CAR BRICK DRIVWEWAY 2 "X4" RUNNING CONCRETE FOOTING 1' -0" ROUND 3' -0" DEEP EXISTING PROPOSED 10'-7" 31' -11" 33' -0" 4 -7" 14' -6" 421 S.F. 6,577 S.F TE SCALE: N.E. 92ND STREET 13 14 15 16 17 18 19 20 21 22 23 24 1 N.E. 91ST STREET EXISTING EXSITING EXISTING EXISTING EXISTING EXISTING EXISTING 70.0' Fa (2) CAR BRICK DRIVWEWAY 1 " =20' 11 $ C.L. OF ROAD ELEV. +9.04' NGVD AN SCOPE OF WORK 1) GARAGE CONVERSION INTO A NEW DEN 2) NEW CENTRAL A/C SYSTEM FOR ENTIRE HOUSE 3) NEW ELECTRICAL AT NEW DEN 4) NEW 5' -0" WOOD FENCE AT REAR 5) NEW DRIVEWAY OF PAVER IN SAND FUTURE POOL w Q I 1- N w A1 -7 -03 AREA OF NEW WORK NEW WOOD DECK So 5' -0" HT. WOOD FENCE ui•uii 11 rw lir 1111 _... . . . • . • • • 4X4 WOOD POSTS (TYP.) •.. NEW POCKET DOOR BLOCK UP EXIST. DOOR NEW 3'X6' -8" DOOR oc r. NEW RAISED FLOOR MIN. 7" ABOVE GRADE 11 NEW DRIVEWAY PAVER IN SAND 0 0 1 8 1 " 0 SCALE: 1 /4 " =1 AN ' — 0 '' • ..• ••• . • . ••• ® 7 -7 -04 NEW 5' -0" WIDE PLANTER AREA OF NEW WORK NEW 5-0 HT. WOOD FENCE NEW CABINET 4 "x4" WOOD POSTS (TYP.) EXIST. BATH 2 "X8" PT. LEDGER W/ 1/2 0 EXP. BOLT AT 24" 0.C. EXIST. METER & PANEL STEP DOWN 2 "X12" DECKING NEW 6' -0" SLIDE GLASS DOOR DADE COUNTY APPROVED HURRICANE STRAPS © EACH 2 "X JOISTS BLOCK UP EXISTNG DOOR REMOVE EXIST. GARAGE DOOR NEW 6' -0 "W X 4' -0 WINDOW NEW 3'- 0 "X5' -0" GATE 7 -7 -04 EXISTING BEDROOM NEW s 6 P A P 0 t. ''%yd'`) 74`�_'y 2'- : 9.• . 4 ; , � r. ' , j • t`J 4 i4 9 q V,'S )►Jt.) 9 'wc1 A "-Pi I4 r 4 11 it) . - 4 • tat— EMme r ■ ty,A cr. eis` tA)tv.,G -T.Y 4t eA) t";6t0C6 5 (' 4 1N 10 e/r t .)c r I r '2.4" L c EY.I t jT11- 1 q tf)( P O.s( is '---- T Y r, NI co) 000 • C.- t ? V, LA:. 5E C r-ooNt). • L()" OfftIttiCIOR Dint affeK ANC) VERIFY Aft fi1l4IENIWAS AND OrADITIONS TOE Sin Y-157% tA3 t)e-C,K STRUCT(1RA1 C014(1, SHALL 013TA/ti f;TfaNCiTt{ OF 3p CO, P.ta AT 2f:: CY& YOYE., Al Vg.),„"D IN CONTACT 0.111i KtAtrAllY 10 BE 1 REATID 1 y 15Tn4c rt Pc Pcm Ntni 4.4 I4 (:f< tA;TAA. al I) 1 V. 4 V, rr, CoNT, Ako otJ 1. 014 01, R 4113 ( tt,rr(:Rtor t, C ( .-) MAT f 1 J 1 1 Or< (5" y.„A cot.) ( c 1: (E.14i %it I/ c> r A Ctst3 UV I et' ca , y.& cot, verCo COAT, 1 - -••■••' $7.3 C) N CI 00 3.•>/?.,t - • • • e tv • 4 7 0.714- 1 1.-; 4- 4 ' - t 1 A k,„)"6:1, o f±Jc N. • MIL ELECTRiC:41, won't SHALL $E ilONE, AC:CORDANOf. WITH 1-00, AND •NAT. IONttl FLteTRICAV • WOE. CON RACYOR to 1 CAULK OEHIND P.T..%40'0(i'tVCK FASTENING TO flASONRY pct lopNp • . 13UC3< )./11 1" 4 4 g t tit ENDS At 0 - 1"0,t.. , , , A - 4);,• 1., kECSE WH'EFLC 1:Yr) . • ••- • ` „ • , - • — .INPACI RE GLAZING OR STORM $BUIlff REQUIRED iil PRODUCT CONTROL APPROVAL: AD.A :,'•• StPARATf BUILDING _PERMIT ROpUIRtb, ' -`,. --1 ELEvi 4 c La V1.4! v1) (r-IL INTimtor,, 1 Cb OR, t AkL r ;# +•■• T. X REMARKS e 41: - • . _4 010 *4:CaP nA or G r4_c.^ rC►r I hu.) r The. ° 1,0 G0, ; stair,: .Ail Sii v.tl :..o ' r. 3 1 eS o, , try }1 "4c 'F •Wtr ;U' .1 /1. G ?' 1 d u b ur CV, IN t" ,r r3; t : 11,. 4r'li; !t1 • �• d J }?._ •1 1R. `.' r» „� tar -, Pe? r A .t�F� �e ' �pI/11 4 . re-t. ': • r rt rii ry ,.'J 111p11 ,1 ;444 Q. P Ode. MKb rh• w st~_�r��. ? •. "0 74 . � t, Yt� ' sci ^ �7oo '_! ►ti3 V i r i • a Ii'3 f Mq *- '4 r h 3 k . w. •1t.- ►r. 10,tid*j. 11 C.(0.5S .pztn4til Aibto4 t. 6410 174 n C 3 0.0 N. x— 6p w b14. AG e, 14aw4 woo. 0 K ♦. M. . ,, .. l ..'t- ' --•' 7 .. - _ — _ _..A . J 410 t! ;rn, l� G�lca•at� I+rl��.r wf� 4 V,1���;= ,'00 1LiiV1 s ' r X11 L1e•10 . [a(V" r'lio .4.,)Is. . ‘ :140.1t1 •; mat #. " u4 " '' �Z ' i 114 �iRc i I.V il�tCe �C3k?.Gf P. 41 Ce p:.' ( C . P. l x. s t ?J f? _. r o a,• h e3 t C,i ` r 7 fi - -- l , ,� ‘. :+ .r t►tlnf/ loe {sk' rt ,}-� r* • •4) t (s t ,st tst . p it jf, ti j _ 4,ir , T e'# a , •' ♦ . # i � 1 ; Ir e'' - -` ♦ ■ � _ I 0,21,i '44i1 10•0 .�., +�• $iiit.44,1_ t1Er ( .'44t 'o1 .ar•s. 4 t1. <,. tabr�nr f Z 1�,► f -'* :M,AttS �Ztl.ttYJ ('ew �',r',i31• E: LA{ i tt . 1 1 } • sonr „� -.. rt 114 1 EN 4 01 WI ur. , .� - w d B 4 , 1 '� :_ ( W Ce tt.` Y i �' t�! / r• w :01 f c,„ i - w Imo 6 cr+ , = t�, u w c t h y cloti 'el Tr 51 40 0 ., r, E _ 4 } t X 41-. � W : ,1 z 04 X Lu is) (r) ' O � : W OE W ow q tJ? tx Q U CO IL tr) ,1 tom.., z 2 cx w, . 1-- 'oQG C� UM Wr� wW �tl.. .J 'Z -12:A4 Q. ` , J W x (y W �t w�OAO. rn w U r- J caA.fu.aDc:?c�Q • Powoossowirsopoormit