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PLANS,..atL-� D . LOT (92 SUBDIVISION: (/ 7 PLA Pl ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK OF THE PUBLIC RECORDS OF tit iLi-A — opQ, LOCATION SKETCH SCALE 1"=14. 100 ' 119 I I • SURVEY CERTIFY TO JOB NUMBER F.B. NO. DATE OF THE lDO FIELD SURVEY 4' (DO N %1 C 1 4 7 2S 27- 2.& DRAWN 8Y: L • `- CHECKED BY: / /5.24' Q-� FC ?+II I- y 4.9∎7?? 2 G REVISION DATE: SURVEYOR'S NOTES: LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED. THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENT. IF ANY AFFECTING THIS PROPERTY . FENCE OWNERSHIP BY VISUAL MEANS ONLY (IF ANY), LEGAL OWNERSHIP NOT DETERMINED. LEGAL DESCRIPTION SUBJECT TO ANY DEDICATION, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. BLOCK 11/ D� Imo!!ami 64DR ��, Q =CENTER LINE E = PROPERTY LINE PJW = RIGHT-OF-WAY C.L.F. "*HAIN LINK FENCE W.F. = WOODEN FENCE RES. IESIDENCE F.I.P. SOUND IRON PIPE S.R.B .WET RE-BAR C.B. �'"HORD BEARING MEAS = MEASURED S.N &D =SET NAIL & DISC F.N. =FOUND NAIL ABBREVIATIONS OF ANY CL =CLEAR ENC. = ENCROACHMENT C.B.S. CONCRETE BLOCK STRUCTURE CONC. = CONCRETE 6 = DIAMETER D.M.E. = DRAINAGE MAINTENANCE EASMT. S.I.P. =SET IRON PIPE F.D.H. =FOUND DRILL HOLE A/C =AIR CONDITIONING UNIT REC. = RECORDED F.N. &D =FOUND NAIL & DISC F.C.N. =FOUND CUT NAIL APPLIED) U.E. w.M.E. PROF. COR F.N. EASMT. F.R.B. S.O.H. CALC. F.S. RAD F. = UTILITY EASEMENT =W',LL. MAT. BDWAINAGE EAV.rt. = MONUMENT LINE = PROPERTY CORNER =FIRE HYDRANT = EASEMENT =FOUND RE-BAR =SET DRILL HOLE = CALCULATED =FOUND SPIKE =RADIAL =FOUND (TYP)= TYPICAL D 8 AT PAGE 6 COUNTY, FLORIDA. P14.41 e3 1.11 L .1d e2 z4 APP AsiA9 & J Et•I tc to.-1, '(44 43 ti A1X 0w pAU i 4 f -(�.a x, , o ) i £19u Oro \1% CO? IC(A1Ci THE ATTACHED SKETCH OF BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. E. BELTRAN & ASSOCIATES, INC. 12533 S.W. 30th STREET MIAMI, FLORIDA 33175 PHONE: (305) 552 -7450 CERTIFICATE OF AUTHORIZATION NUMBER LB 5233 ERNESTO A. BELTRAN PROFESSIONAL SURVEYOR & MAPPER NO. 5956 STATE OF FLORIDA DATE: . 7— / 6 ' 6 s NOTE: THIS IS NOT A VALID SURVEY WITHOUT THE ORIGINAL RAISED SEAL AND SIGNATURE OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0.30 G C- D .56 wA w � , N • I Q V 1 0 1.lQt fcPS 2 (, 7v' 0 l o' tih 0 V .(11# 1 7S ID SKETCH OF BOUNDARY SURVE SCALE 1 20 ' • -11 4 H,'10• L al, l Qp 0, -psi L tJ -r �s 0.70 • 61.0(.,4 .19.5/8f0 /' � ' 324.98" Jr �, q. I l BEARINGS HEREON OF ANY) ARE REFERRED TO AN ASSUMED VALUE OF — FOR THE - SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD X ACCORDING TO THE N.F.I.P. THE SUBJECT PROPERTY FALLS WITHIN FLOOD ZONE: N N i Daniel T. Koenig Professional Engineer Florida License No. PE 52099 ble 1: Load Range 9 163" Solid and Perforated Panels; 19.25" Table 2: Fastener Loading Requirements 0.063" AL Solid and Perforated Panel (19,25" un- formed panel width) «i cc t y , MP11 Exposure Category Max, Length Between Supports, in. Max. . Pressure,PSF 1/4 " Wood Lag Screws (1.625" min. embed.) . NOT Sy r(-'((., Concrete Fasteners into CMU (1.75" min.embed.) Hitli Kvrik -Con If or equivalent (Tapcon style by many manufacturers) 85 8 148 17.4 90 8 148 19.5 1C0 8 148 24.1 Exr osure C wind Max. ;englh, (in.),allowable; 3 fasteners /side Exposure 8 wind velocity, Mp}-j Max. length, (in.),ellc' iab!e; 3 fasteners/side Exposure C wind Max. length, (n.),efovrabie; 3 fasteners/side Exposure 8 wind Max. length, (in.),allowable; 3 fasteners /side r AL U M1 N U M 0.063 Soled S. Pe.rtora•tE 19.25" un- formed 110 8 148 29.1 velocity, MPH velocity, MPH velocity, MPH 120 8 •• 148 34.7 130r • 8 • •• • • 118 • • 40.7 150 MPH 88 150 MPH 17 , 150 : -1PH 81 x 150 MPH it; 140; • B •••• • B ••••• 14Pr • 2. 47.2 140 MPH 101 140 MPH 191 140 MPH 94 140 MPH 131 150••• • 1 0 54.2 130MPH 117 130 MPH 148 130 MPH 'no 130 MPH 148 M • C • 1:% :• • 24.4 1201,; ; -,; 137 120 MPH 148 120 MPH 127 120 MPH 148 • go. • • • • G •• 14$ • 27.3 110 MPH 148 110 MPH 148 110MPH 148 110 MPH 148 1011••• • O • • • th •: • 33.7 100 MPH 148 100 MPH 148 100 MPH 148 100 MPH 148 110 C r 144. 40.7 90 MPH 148 90 MPH 148 9O MPH 14.8 90 MPH 148 121P•• • • C 1 l33 • • • • 48.8 85 MPH 148 85 MPH 148 85 MPH 148 BS MPH 148 13L C • 1,28•••• 57,0 .10:7 ...... 0-. _ .. V.M"'- . - - -- 150 • C • • • 104 • • 75.9 •••• •••• -: ' • j\OT •••µ V ?b: 1a; 4imum length of pane( is determined by 'Hind Velocity, lsure category, and pullout and shear capacity et ;ors in structure. See Table 1 for length permissable s aid Table 2 for length limitations due to structure- '=90 !:,:it ;;ortcrete has same length allowables as psi Stjucture is not limiting factor affecting length r: r , r 400 psi value. Concrete Fastener into 2000 psi concrete (1.75" min.embed.) Hirt/ Kwik -Ccn 11 or equivalent (Tapcon styte by many maufactirrers) Concrete Fastener into 4000 psi concrete (1.75" min.embed.) Hilti K'ik -Con 11 cr equtvafent (Tapccn style by many maufacturers) Not to scale Rev,2 Dale 11/18/05 Exposure C wind Max. length, (n.),allovrabie: 3 fasteners/side Exposure B wind Max. length, {n.),allcvrabte; 3 fastenerslktde Exposure C wind Max, length. (in.),aflov;able: 3 fasteners/side Exposure B wires Max. length, (fn.),ailowabre; 3 fasteners/side velocity. MPH velocity. MPII velocity, MPH . velocity, MPH 150 ib1PH 86 150 MPH 121 150 MPH 104 . 150 MPH 130 guard :ul • is Corporation •'idedere Road .:`:n ueach. FL 33. 140 MPH 99 140 MPH 139 140 MPH 118 140 MPH 141 130 MPH 115 130 MPH 148 130 MPH 128 130 MPH 148 120 MPH 135 120 MPH 148 120 MPH 138 120 MPH 143 110 MPH 148 110 MPH 148 110 MPH 148 . _ 110 MPH 143 100 MPH 148 100 MPH 143 100 MPH 148 100 MPH 148 90 MPH 148 90 I.1PH 148 90 MPH 1 49 ^' " 1a PH - . ',` N N leader track 'taste degrees n*nal tecticr}-r1.0" min_ • • rotecle1•gqi•• penir,g • ief —r • • an0iel44; r - - - Q 1S fntrti� sip vrt.ri t , scsw, rrarhirApir .cn Attachment Details (continued) r, min. 3ipanel (see tables 1 & 2) 3.0' min. l/- header track asm. • • • • X 2.0' ••• t 3.0" min_ deflection +1.0" min. • pan,e1 'fasteners, min.. 31panet, each (see tables 1 & 2) ceilingW a hange strucryre •• ern+ =;tad srrucivr� • sun our wing * mach. screw & opening surrounding opem'pg • :win .gnut(ty /key hole westzer); \ opening j • • • `�'3 /panel min. (see tables 1 & 2) \ • •• .7-- • �fas�ene'r, w/keyhole washer. min. .,•, an4l tables 1 & 2) orfsetf..a" rrfn_ from mach_ screw plane) • F track asm. • - • • \ • -leader and Stud Angle Floor /Sill Mount- Direct (no offset) t otrnl snnv,n, floor mount has fastener verfically Into floor) s lfen er Instructions 1cret :oncrele and block applicaton use UN KW :k-Con h or equivalents such as ons (roads by many manufacturers)_ Tat.le below (HII11, 2 data) represents alb/fable Ic rvannus concrete slrer:gilis.Max load for Chill is 400 Ibs.(ension and shear nisC�ii: e, cur }. =3.0" min. :la < lambed. depth, in. concrete ?oad capacity, lbs. 2000 psi_ cone, 4000 psi. conc. J6000 psi. conc. - 190 tension `Atli tension ( 'TS tar�gif," ?eruirey Fncra. Metal 10" min. I fastener, min_ 3fpanel (see tables 1 & .2) note: 1' long key hole slot in panels for haft attachment Ceiling Mount U- Header and F Track Surface Mount (no offset) Wood: Use 1/4" de wood rag screws. or equivalent, with min. 1.625" embedmenL Max pullout load = 430 Iba Any deviatiors embed. or toad requires Engrg. evatuatinn tor use. Tek screw, self lapping. 5f18'dia min.31panel panel mach. screw & vfngnut(w/key hate washer): 3/panel min_(see tables 1 & 2.d' 'fastener, min. 3/panel (see tables 1 & 2) filanrare T.sr tabiraxrf..11( • U- header & angle asm. structure_ surround: nn Z'x 5'r.ominal angle, length varies according to buildout 2 d' 1.0"t+— 'fasteners. min. 3rpa el. ea (see tables t & 2) U- Header Build -Out Mount note: profile shown is P.fiami -Dade protocol, min_ 3" offset from opening note: 1 "long key hc,e slot in panels for belt attachment - o o, z • 9) o v • �� R • 2 O tu ❑ m L- W : 5 I c Z 2 o fl) J d 24 }. 2.17 Attachment Fixtures I ' I1+- 0.0625" Z t . 3.375' 1 1 _ , 0.C62 5' _ ) ._ 0.125" 2.00" - j 1.842' 1 2.00" I _ s _ -1 2.235" • . --- '1 u" H • O " eader 7. II 1.913" 4-- 300 to 5.0('� - LOOS h" Header � T R0.15625' ' rgle a • • •.4376' I r t..- 0.375" • • •.•. ii 1U0` • • •••• Ill_ 2U.'!25 • • • • • ▪ j- ''' - • 0.085" min, thickness K�jhel Washer • • eanelmate with keyhole washer • • • • J and wingnut; min. 3 /panel (see tables 1 & 2) \ I 1.2 r _ • stens:,wrkeyhnfewasher, • •••••• n.3lpanet (see tables 11 7j •• • • • •.• ••• • • •• • I • ••• • • 1 • • • • Dana' •\1 •••• •• V •• • • • •••• 3_v' min. • • •1 • • It • • • • • • •• • slructure brolacted Opening panel 3.0' min. - _ 'fastener, vrtkev hofa \asl °r -�' - -- rntn. 3/panel (see !shies 1 & 2) Attachment Details 3.0" min. a tn,c1ure 0.370" 0.4 " - _r material: 3fainless 093 1 0.fi6a' ✓ 0.0 ' / 2.00" t_00• 1.67' 0.278" steel, 304 typical I I 0.0 - {1 -•l (f--- 1-0.25" tit 0.035" ;4 -0.08" ∎I 100" l0 2.00' 2.0 optional leg Stud Angle (right cr left) /� (right or left) (5 J'F" Track rn eat screw & wir.gnut(•wrkey hole washe, / protected 3/panel I1iin.(see tables 1 R / coming stud angle Irad< asm 3.0' min. p anelrnafe with keyhole washer and wingnut; min. 3 /panel (see tables 1 & 2) note: f" !Ong key hole U- header & angle fastener, nun. 3/panel / asm. . (see tables 1 & 2) 1.d -4 I 1 N - 1.5 Tek screw, self i ' tapping, 5/16" dia mln_3/panel t, 2.0" panel z 4. 4.0" �! _1 1.0" O Washered WIngnut 1.0"14- �festene.r,•min.3 /panel 2.0" - (see tah!es 1 8 21 / 2.0" stud angle structure surrounding opening erxnr.ae lea La`aemq_ Ur A3TEST6i LC Lt:4S OTHERWISE NOT 0 Vale Spit 3614 1, In Al • T surface I.0' min 0 0 0 0 ' L 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 oo:oa•• l • o o•d G• � • • • 0000 \ •• • . • idem5 I,••• • • 4— r a — f .8j5L. Typical Section; 0.063" Perforated Panel erforation "f" surface perforation ( expanded view) 0.2343" --+ • .• • •• .. .. Tyoictitri ;Gntal ilhounl 0295' Note-.s: - See tables for length selection -hased on material used for structure and wind piessureload. Height ur:imited - can - atats 0 -90 for mourtIu q_ 0 0 0.277' O 0 i • • • • 0.125° dia. • ••.. • •• O 4 length = 148 "max. Q 0 0 0 height /1I 1 1 .875 bd out structure Motes: - 13 2 N r I' x 0.531" Two peridrat =_d surfaces --. — 11.144.753' - 1.875" 11 5.9375' . . 1.87531. 4.810 =41 panel un forrned width 0.25" max. Build Out Mount Attachment Variations 1 0. max_ 0.25" max. or 0.2;" Max. /ail Mount/Direct Mount (two variations) • overlap wall beyond -c ening equal to 4 greater Than buil. foul helgh ry !I structure 4— aITiir -+i Bottom mount — (op peni ng) Typical Vertical Mount width--() —►1 / Top mount length = 148" Max. Vot =_s. Trap Mount (two variations) fastene�� Alum. angle closure piece 0.125" thick. max :tem - 11h I Kru le l +b_ra r:IV Ortc t_� iota ' w - Sae tables for length selection (� � based on material used for structure . 0 [ an'v nd pir.�sute r t L - Width uniimit ( f ) . 0 - Can rotate 0 .Q0 for mounting. DOS D Z ola? 3" min. J fasten I � 3° max. Alum. angle closure piece 0.125" thick. max.lengh 5' Aluminum Storm Panel producI nn marking location b 0.625' dia key hole / \ a. \% t 1J T 0.375" / I _ • OimeQSions •.•• dtmrnsrop 3 --� • d • .p • • • • i k t. rn n a . .nwerrge tat 4 Med 19.25 • ._. • - • •aoveragc • - -- • u ••.• incnPsl• • 0.063 4L y �MN_t • "'solid &tiflrlcr•ated 1.253 • 2.000 4 4-e63• • 1 -IJB,, • 2.4375 '146 .max. 1.2236 1.2559 0.754 0.788 0.0530 14.4795 5.938 12.00 1.g' L • • • • • • • SDf •• •••• • .••. General Notes: p = 53 degrees \ .I- 7 1n1J2 section A -A center line center line center line x/2 -- x/2 I /2 G� n/2 I ►- h/2 —'— - f/2 4 1 k •-i—+ I.4.— Top View section A -A k y'- 0 (reference axis) note: keyhole on j surface C i< --r— -i ASTESJT'u:C. arnew ISCr{OTf! 'DA 02 is b (o load! . lliQi7 - 1. This storm panel system has been designed in accordance with 2C04 Florida Building Code, section 1609; 2003 international Sui :ding • Code, section 1609, and ASCE 7 -02_ • • • 2. Reteranc @ oode.windtoad.tables andwlnd •rek.o. o determine design Ioads"to apply rtilieo using Phis drawing. • • • 3. Products defined by this drawing have been tested In aocrdance with test protocols Florida Building Code TAS 201, 202, & 203; AST t standards E330, E11386, & E1996. 4. Storm panefs are constructed of 0.063' thick aluminum e.+oy3004 -H32, ultimate strength 31,000 psi minimum, yield strenght 25,000 psi minimum: unless otherwise designated.. All supporting fixtures extrusion are of aluminum alloy 6C63 -T6 unless otherwise designated. 5. All sc'evrs, bolts, Fasteners shall be a ;umir.-um alloy 2024 -T4, or equivalent eustenit!cstainless shed such as grade 301, ultimate tensi:'e strength 68,000 psi minimum, yield strength 35,000 psi rrinirrium. 6_ Top and bottom details may be interchanged based an (&d conditions. Storm panels may be mounted horizontally. 7. Tie permit holder shalt verity the adequacy o(existng structures to sustain superimposed wind oads and to verify all dimensions before ca :g work. Fasteners Shalt ba installed in accordance with manufacturer's reoommecdaltnns indudincf embeiJmenl depth. . B. Dimensions for all extruded hardware end fasteners are per :ender drawings. Updates by vendors apply, as long as capacity is not diminished. 9. Perforated panels may be used intermittent with scud panels, ratio 3: 1. Perforations on "r surface only. 10. Product markings shall be within 12' of one end of panel; LaLeied: WeaiherGuard Buisdfng Products t'nrortralion . L7.5 PSP MAX. 41 P5F MAX. 41.5 PSF MAX 41 P59 MAX 45 P;• MA X. 471 9SP MAY. 64 950 MA X. 55 PSF MAx. IMESTIMMINIIMEMBil I /I• ITw T•PCOM W/ 1 -I/(i - MIN. [net0MENr .7 P5F 07 PSP OS PSP M MA . MAY. I/4 - • 0•ML LAM* NAL•IN a/ I -1 /e MIN (M5COM(NT 41 5 9 59 51 P57 45 956 M - M•X 1 /5 - • •AWL CA514-01 W/ 7/ 1' M111. P71!I1175tI17 . 475 959 41 957 45 9510 • • AY MA flames 1/54'• 11000 4VSPWII W 1 /5 14(1130 1.40 Straw .1/55 /H. Mat W/ 1 -5.4' PAK 014COM(NT W/ 5/V M06 41 7 959 61 P59 45 PSP 51.5 959 41 PSP OS P59 AY. . AX AY • WIFINIMIMMIMEMNILIERTIMENEICHIM ITAJ 111 11 iMIEriEraiffiE 1(0140. (X15 (1140 STaU( TURF aNCN011 l 5CRIP 71(91 20 A MAY. 0 -1' M•X EXy TING 514441UVE .1,1(/(09 065(A1P 11001 P•01'41 4P•+,5 5' -/: MA e " -O" MAX .••• `• nnsr• • ■ .� -•-7' `0147140 _ S y i!AICIUR( • •6•14144* 04200115505 ••••• 4- • • IP W • • • 4115 %•yi • 4 (5,15 511+0 f vi •116400 OE SCRIPT10N OLD •141 4F 611450 4 -0'" MAX. •10(•0* NOTE 5, ANC►1.jR SCHEDULE 2" EDGE OIS TAI.;E FAS TLMER SPACING R COUMMCO OR VARIOUS 045[401 LOADS IIMCMESI I /a TAPCCN 1 -, /• PIP (ma CL-'4CN7 •• • • • AN a SCHEU 3 i' EDGE CIS TAI�? • P grENER SP.11,CII'IC • • •1(ARIOUS OF,516N LOA05 1101[X454 • I /404 T a•c0N'M/ 1 nroti5t. (Me10 17.5 Pik M•Y 47 P5• 1014 • • •• -•••• • • 45 P5F MAX. I/4'• 171.7 7•20(001 L/ 1/4•• AAY4 44•16 NAIL - I -111 NL1. EMB(OM(N 7 W/ 1- 1/11 MN. I7BI071(J11 [MLR 14 OLE USINO0.40.1154 04310,4 LO•0 1041 AND 5P •P Ili POP 594(1116 10 411040 • (HarDMUa1 4ND [Oat 13I5155(E r a (1. vn 1 1. WA,. . 104150, 0s1 512(( 0 ',MORE LAG SCPL'S Fa5T54 to NARROM r A<b 1.1.1. 0 5.0 Fq A M 0 5 • PA . 5 MIMI 51101.5. 01 LOC . Tao W tr./ ft/1 A 1+f wOgO SHALL 04101St µ3.11O W 55 rag I)AWL 0.■15 N awL7047496115 (04601'1 n0LIOW 000(20 • • 40NC0(T4 - •• •• • , 1/L 174VA 4AnAC NAC.IN i14 ry n,( 406(00.( 01 1054 4.7.1 PS9 61 20510 .05 10510 MAX • 1�ai• 1•X. MAY_ • • • • FOLLOW *10401 • • - } 1=4 -1 1/ L - • RA'NL !MIA( MAIL -VI 1/ •-• PAWL. CAL• -W W/ I - /e" PIVS (1.4EOM(NT W/ 7 /e" 11101 4MBC0145)/7 E . 40.14.1 I 41,"• RAwI (40• N/ T/s MIN [510(04()01 47.5 P 49 61 95P 45 9441 MAY. MSX_ MAIL IMILEAMTMILIMNIIMPP IMITIMMIIMPIERTAIM 11 n I/5. PAWL CASX'4 W/ 7/1 P1VL (14131015EN7 I 6 0 1 1 1 0 - - I /4'• 54000 LAO 5454W 14/ 1 -7/7' 1015 t•BCD.1CTIT M000 1/54 ^• WOOD 1161664560 w/ I/4 • 5.1.1 %45PR 1CCALW W/ 5/S' OPAL 01510. 57.5 P74 41 P14 .114 P SP LT _ 5 PSP 47 P14 SI P51 41 Pif 11 1054 45 PSf 41.0 P 5 •7 P ► 41 PS4 57 . 5 10510 IS P T 55 4110 OrardEralirdraMMIVIESIUMMIMENI 11 WArriMPIEM� 110 17 rlalMIFEIPA Mawr RF.t(LW4n a 0013 *beg 44.i1b *te Tw66. ✓SIB( Cede _- _- ,u_- Ito 04.0447 0 � y*1Ar 50.01 0010.1(51 Oat 6r V510 •, 10. 54 4055ON CF P•wt(1. O WALL MOUNT SECTION 5.4./41 1' • 4 -A PRODUCC RENEWED K ariltrItO 11011. 1011 50P*011CPP KIP V 0110 •1 TAP 5. 10 15004 H 1011 [15, 11 5134 act 14.9144 AcrrPruaczNoIR- 411901 !051115 Rav1 j • ECNAKI7a7(1)111. _ ./ 011 % , � ••, gT 4-a" MOM Courant DIVION BUILLIGNIII C0O CWO'tVJ cfrxe ill" 10 OJC �OY1S �IUSO� 111!1. 4.a: 0145.4 4C. Za -4.+_( LL* 41 O ALT. BUILD -OUT MOUNT SECTION H 56.44.1' • 10.D• • 42 n S1•••• 414•00 141/.1 ln- a 11 • • • • • • • • I thin:.!♦ Oft .44x0. 1ta1004.11 ! 1P 10.1 Do 11A1twp %T•IIUwa • • .bte 1 C�coat l - t *444 I0101fpt lull Oe/gl Ora v4lat7 4c • x t 0 1 4 I ..._. • 4411 + - • •. • • ••• 41401.4 TO * )l• PEI All ••••. • • •••• • raga 14114403 • • • • • • � ALL MOU11fSECTPON • Si RIC t• • T -a •••• • •• • • • • NCCO •4•1.•6 • i IS(l 40 •( 3424 1041•*"aV%. W ALL MOUNT SECTION trait : T . +'- I. .1. n•404 1114 • v444*41 •rof_ 400 41111111140 o41i4 041 M (4i 1 AO 1 4Il O Nr oC. 4411(1.:4. ANGLE { P•1401. 10 11441E OI TAIL 114 - 11 Mat Nall 4411 • *011107 pp 1. 4.4 rap {,\4040 PRIMA 110114 14• Darren 144011 - 04. Pit K A1141 04•4• • 1.004• •-(1 M&(IN•l 'Ott 4 *4/141 '1'O tN a0.IW010 AMR[ 40414 NIP • ioirOrl VII • II r CEILING /INSIOE MOUNT SECTION t *ti r • I• -0• ' 0744. -^ 4•.4 114.0 0 14 441. 1440. I'll* 1.41 • lr 04 M/ 1 -411• POIltlatCN O1r014400 ••1••• • LAO LIOIM• It - C PPM. */ 44.1 /t• rlA14440 n +. 40 M 4P 110 g 14 • +x• 4[1.14. 14Pr y Otto 1 4014 :4 04. i TOe. a/ P•M/lI- • 0014 041 4. 444 41 1.0. II 4114114 /4 • 14•1,. WALL MOUNT SECTION tBOTTOMI O 4.4 AMC 4' • •.0 14.4.4x0 • 05 GC4 40 00W 1.11.1..011.811•1117.4 0041 R•11. /440• 1 04.044 IYw •4• L 10442(,4 pN. 14•0•14.4 1 441114. 1114,1.10.1 �• - SCALE • I` • r .l - •lxttM 1.1100. 1111 •40+44 414.404, 11 I•. TCD tlO1 1101 etattorl +10.0 11(1 MAN 42 4 •1 04111• . xtaZialt11.(pc•Mxa1 11 •01[9 [OMIWAI •4140 ]Mt O•T•R. 7JILD - n i rT Mr1UNT SECTION ItxlM+••44(x1/ . *71 0. \tC* -w • 04 .C40 OV t1.lG. 10.11044 1 •■ 1 14.4 • _ •I 1• a. CM Ir pt. ,0lO1'yin wIt.*l 110lCll.04 it t •••bytC 1.40400141 llil TM•N 1• 4114 a0C1100 • 11It04R11an••1.•!•la 40!01 a 1.44(44C1 ivy la►••O1 TIM P OCUCTRQ1r4 w 0•411103 44• MI W ALL MOUNT SECTION 4 .f (DIRECT MOUNT) 1440.. 711. 4.P L 4.01101[ el 10..414. 004.1 t 1101. 1 `1 N•0•C SCSI • w0t '4.1 rat. 404. 11IX0L4 .tall ■O•40 404 T \a. tat, Ott O •r G4. as la4gty 44 4.Y• 481111.4441. /Wait Cod. Ampll.at l( dip(, * PRODUCT RE ENEWED ACCETIA1(CExu T 1 • V .4 t • 01 EXVIRAT1017 DATE APRIL 19.1ct BY P ava1>c>:froe1Txm. DIVlsow BULyDDi0 COD& CON OFY 1P0R11110 *4 Cak t11}y W4114 0144 Sic/174 Oj0lD* .� I CCOC : I laC2 6ON1TCL6IVISION 441I1441'. 1.0(4 0(141 111.( 04414E ■C(Ur44CE 0' 15 - 0)7. (r. rei 1/.1. ant TAW.. 4141[744 • o*• at xs • vel 4 I C • • • el • O S ANGLE KILL[ . v a• . 0' - \• IP(*0 40 •LNI 1. • u _ • • • •••• • • • 0 •RVI PCAL ELEVATION f41101I*071401a • 11• 01. ( T 4(0400 04(1040•001110 • )004 _TRU( WA! O STORM ^ PANEL )C.LL u►• . • • • •00•01•••••••710 10* 104041 P•3.9 YlrS 1107700 1 • • •• •301.1 44 011101 40 41. • 1 • 04 (• • 1 1410. reir �- 3'llr Ilr .1M• •1..( 1.Cg1(01. •0 Cs 340=0 LIDV.Tgw0* 0.t 0.o .tar 610440!100 O OPTIONAL ANGLE S4• LE 1 /1 • r -4 110.1 4,4.7(14.1 'W HEADER SCALE. 111. • •r 71 •,.1 . 1 Itr i 1 77 PLAN VIEW 5044.• 1 -1/T- . r_0• .. 11r • O WINGNUT SCALE mg./ )lit 1.44111.1 014.104 /C - V I.. .D 1.40(1 :P ... 1 (4040r. 11 TYPICAL ELEVATION - DIRECT MOUNT O . "U".NEADER )1401.704. •0••r - 00!4(41( OE) LD•0 41 0 1 0 -MLGA 11VC DtSI0.41030 es Sr P PRODUCT ILtf(EWCD nt.•pryb/ rIlp(b rf.rifa 0 411.06 WIWI.. Oast 11. fl1.W • t .4=n4,a4 01 11 141 00.3(00 C IDS ,4444.T4tl t •I CSO• rp 1 i; •I. -1) • 1I4 191 (160 .' wl( 1l � { pt s 1. watt 4140 O STUDDED ANGLE LC■LE: ril-.0• e ....tie L 11111 1047710 14I44• 11 01110030 M .0(010•Mt(l•It0 TMt 00014, 310•0* a•0014 MIL Iris 10100•. •400 10( 111• 00,1.40 COUNTY 0(11104. 3. POOIIV1 .000154 PI(10•t11 loccessI0N1 (•*l1. •t 03- 13040 (0 w 0010•0•1101 541(0 •111 1-111 (0.04 100 ■110101 40O110• [,401(114(4 1•11111 W AAL If *0((1(41010 AT •0000P41SII 01H014143401. I. 0E0101 ••41311 11 11 (111.4)4.11111M14•4•11144. 1.140 fM41, 70T11 3• /TI /1!001 0.37A•031 e14 ,4 411 (AT./17111 M014N 5Mal4 1(•1.41. 0 10.•03' 1 Y DAL • ••000•4001. 7 N 00 1 MP41, (I 1401111. 01 0411310 7.100411 44 a (1404 01 01111/00.3. 3 Pl4 1.401.( AAA 44.111 (4 ••4(1(0 •7 ••14L0M1• /CM (0 /00a USA .141 I NM •1 •411. IL 0004 1310415 0.00 •40•4 .•4001431 - .1 ••.i. V•MtIV 1 %(440(0( Lfl(a 1041.1 • • 40. • ICTTtn at 4 •cs 000.0040* 41 1144R(4 NCOD • 3 0(10 [40144094 OCT•10. a 441.1 Mw II .72070719 .07011 ..LL •.OVC*elt. 1. 701 MLR .14.00 4./11 *14 47014 .411•1•1P1(1(NT t4.[ •.1C4.0 11 411(10 100 •7•41 1.740c *00 YM000411 ra140 .1000(/3044 103•••0/ 1 t0W411&N44 0.140 0•01 t0417 0001010• •• 4117. 701 . •3. • 0100. •*[104040 110 its y0007 •• 0.41 *0 *110 ( - PRODUCT RENEWED AOCLPTA CENs - 011 • 01 ovva>man.cTe 1Pail -2C i ROOO ff iti.. ft/mum E CU:IMO 'ODECOLt?tIANCY O1tthE 401!14 /,(010'110 u 1.4 PI CIO .44105 TIC 11414404E SONY FWD 1 81' • , SAGE 0. .T : • ./r J: 1,3.6 4B5D:C1 coma. 0142[.•01 6•1)5110 OCGE COWfLINI11 G1(ICC AGtvf(aor tn4'i 10'1 1'7.04 06/26/2006 11:12 5617929281 IN AUCC I lb\ 43 BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Ponta Corporation 9040 Belvedere Road West Palm Beach, FL 33411 SCOPE: i ?CZ recr.T tinnf13i 1 o 1a 7 J E'IRO -DADE FLAB LER BUI Is MIAMI, FL . ' 1DA 33 I30 -15!S1 1 12p4 (305) 375-2901 F (3 5 1375 -''“ . * This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be uss *i in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIII). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AEI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer "will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" Aluminum Storm Panel APPROVAL DOCUMENT: Drawing No. 96-47, titled "0.063" Aluminum Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich &. Associates, Inc., dated 3/1.5/96, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Co ttrol Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a : enewal application has beta filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there h'as been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number precededjy the jvtit Mi ffadc'County, Florida, and followed by the expiration date may be displayed in advertising Ii �esatu??. tf $n}� pprtlar: of the NOA is di. spl then it shall • be done in its entirety. SU S 70. Mic 2 t ITN All ERAL STATE AND COMM/ PtUOE Ate® REGULATteMS INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at:tb¢ inquest o� ths�uilding Official. .. . . . .. . . . . . This NOA renews NOA 499- 0219.01 and, consistsof thi p'ge•l:as 110b11 a•%pprb}al document mentioned above. The submitted documentation was reviewed by Raul Rodriguez ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • • • • • NOA No 02- 9417.66 • .Elplratloa Date: April 13.200- • : • • :Apprrosni Date: Maly 1 fi,1202 IMUMEWM A 1 2006 U B Y: Oft, (S 91 L & 1 ToT Ewe GO' ,c usxx, s " 6" O tt 20 )4 4& ► = Si $. I tc4; vz . ---- \ � 0 c� UR - ... ZOO ft_ 1 D1 Garage 2 u. Width: 8.91 ft I 2 pieces) Helgth: 8.00 ft User ID 09 Opening orientation L NEW 3YFO_D DOCR Material Metal-Aluminum N =w CARA,: :00R II NEW :EO_RA ::VE CO r ‘----7--. 02 Bifold Width: 4.00 ft 2 pieces) Heigth: 6.83 ft User ID 02 Opening orientation R \ Material Wood -Pine a ......"""iG .........�i�x��i Ext. Door u Width: 3.00 ft 1 piece(s) Helgth: 6.83 ft User ID 07 Opening orientation R 1 Material Metal I Bo Ext. Door Width: 3.16 ft 1 pieces) Heigth: 6.83 ft User ID 08 Opening orientation R o . Material Aluminum o. Ext. Door I I Width: 3.33 ft 1 piece(s) Helgth: 6.83 ft User ID 01 Opening orientation R L I Material Wood -Pine I n n-n n n n n n nn 1 nn n nn n n n nn A n n n I \� I � u. u .u..■■■■■■ux..■■xx■.■.nGn � DOOR TO 3£ RE2 ?ACED 7 1 NEW 3YFO_D DOCR N ='w OARACE :OCR N =w CARA,: :00R II NEW :EO_RA ::VE CO r ‘----7--. 1 2'- ijIV S CS? \ b 04v a ......"""iG .........�i�x��i 6 \ u i alw i..�.i C p l t ` / I Bo I II o . o. I 1 M M■MM. L I I H I n n-n n n n n n nn 1 nn n nn n n n nn A n n n I — i . ■..� .......... . .. . '.". .... :•• G.GG k .... ..... MMMM..M.MMMMMMM■.■.MM.... .....GGG ....................... .M.■.. ...... I wu ..... .u....w......x MU • m .. l ..M ■MM.M...MMN .MM _ MGG..M Ea .M Gi 8: ::. .000GGG..�OGGGGCG n /. n h n n n n n V . . • - . . . . . . - • • . • liti 1GGEEGwss .............. n n n n n n n n n n A n A n n { .. . ..i. - 1 ii ■', ritOrnharneneaMMINIMMEMMI b \� I � u. u .u..■■■■■■ux..■■xx■.■.nGn 1 DOOR TO 3£ RE2 ?ACED 7 1 NEW 3YFO_D DOCR 1 (O8 , II NEW :EO_RA ::VE CO r M 1 2'- ijIV S CS? \ b 04v a ......"""iG .........�i�x��i 6 \ u alw i..�.i C p l t ` / I Bo o. I 1 M M■MM. I I . ua.......ux �. n n-n n n n n n nn 1 nn n nn n n n nn A n n n — i . ■..� .......... \� ■■ x■ u. u .u..■■■■■■ux..■■xx■.■.nGn 1 7 1 1 (O8 , .Y.G.M i M 004 n 2'- \ b 04v ......"""iG .........�i�x��i 6 \ u alw i..�.i C p l t ` / I 1 M M■MM. . ua.......ux �. — i . ■..� .......... . .. . '.". .... :•• G.GG .... ..... MMMM..M.MMMMMMM■.■.MM.... .....GGG ....................... .M.■.. ...... I wu ..... .u....w......x MU • m .. ..M ■MM.M...MMN .MM _ MGG..M .M Gi 8: ::. .000GGG..�OGGGGCG ...... m. i •• E u' � GGG. liti 1GGEEGwss .............. ....... mo.. . ..i. Milne ■', ritOrnharneneaMMINIMMEMMI *MOM .........GMM NN1... ■ is u . .0 . ..G.:n.•- ,.......r. . 111 M .■� •• i■ w : MOO .... M■ MMM.uGRM.. ..M. • MM ..M M■ M. .. .M ... M.M • GG■ GG MM..M.•••...MM .....0 u .:GGGUGGG•J :GU •: Ninhi .. NN� • p . � . M .•• �GG. • • • ... • • M U.N.GG• ffiL M.MGGG • . . . ...... G E..u... M � .. M . • EE U� • � .. .. MN MGMM M .G...MM. ...mull G GGG . n o, ' .Gn..P. . M . GC G .M.M. . G. G. MGGM.G.M..G.GG"....MM ..M. MGE GG• _M_ � E• '. M M.. •• N G: M. • ... GGGGG 1.. ■1.MM G inm. . EI e. • UGGG.UG �■....M M . G MM.. M C YGGGG• . M..M■.MM.M.M.. .... ......NI Noma A A A ' yN SECTION F. - 17 SECTION E -18 MASTER BATHROOM PLAN & ELEVATIONS BATH PLAN & ELEV. — NEW RCCM N :w CLOSET r. A A A A A A A A A A A A A New :c0A A www A 411 tikvsklea■ -441111 AIM AwAvvisnowasr. A n A SCALE 1/4"- 1' -0" v.■■ ■....■o■■■ .■■■■■ . M......m.Gn ■ .G GG.UG FLEX SCALE 1/4" 1' -0" A A A DOOR SCHEDULE A SCALE 1/2"= 1' -0" SCALE 1/2"- 1' -0" Architectural Engineers ARCHITECTURAL• CIVIL • ELECTRICAL • ENVIRONMENTAL MECHANICAL • STRUCTURAL MIAMI • NEW YORK • CHICAGO CHARLES E CULPEPPER JR Issue Date CHARLES E. CULPEPPER JR No. Date REGISTERED PROFESIONAL ENGINEER STATE OF NEW YORK LICENSE No 16- 066511 STATE OF ILLINOIS LICENSE No 062- 043107 STATE OF FLORIDA LICENSE No 14203 801 BRICKELL BAY DRIVE LOBBY, SUITE SEVEN MIAMI, FLORIDA 33131 (786) 402 -7617 FAX: (786) 316 -0030 W U Z (75 (/) W C� O Pro_ec' Numbe -: Desgned By: CEC Shee T t Sheer' Number: A -3 ._NC_ 11 0 Revis ons rao 1 0 Copyright CHARLES E. CULPEPPER JR Descripton 5 OF F. Drawn By: CAM Crecked By: CEC D E S I G N 1 7 1 1 (O8 , i 004 n 2'- \ b 04v 6 \ C p l t ` / I ' yN SECTION F. - 17 SECTION E -18 MASTER BATHROOM PLAN & ELEVATIONS BATH PLAN & ELEV. — NEW RCCM N :w CLOSET r. A A A A A A A A A A A A A New :c0A A www A 411 tikvsklea■ -441111 AIM AwAvvisnowasr. A n A SCALE 1/4"- 1' -0" v.■■ ■....■o■■■ .■■■■■ . M......m.Gn ■ .G GG.UG FLEX SCALE 1/4" 1' -0" A A A DOOR SCHEDULE A SCALE 1/2"= 1' -0" SCALE 1/2"- 1' -0" Architectural Engineers ARCHITECTURAL• CIVIL • ELECTRICAL • ENVIRONMENTAL MECHANICAL • STRUCTURAL MIAMI • NEW YORK • CHICAGO CHARLES E CULPEPPER JR Issue Date CHARLES E. CULPEPPER JR No. Date REGISTERED PROFESIONAL ENGINEER STATE OF NEW YORK LICENSE No 16- 066511 STATE OF ILLINOIS LICENSE No 062- 043107 STATE OF FLORIDA LICENSE No 14203 801 BRICKELL BAY DRIVE LOBBY, SUITE SEVEN MIAMI, FLORIDA 33131 (786) 402 -7617 FAX: (786) 316 -0030 W U Z (75 (/) W C� O Pro_ec' Numbe -: Desgned By: CEC Shee T t Sheer' Number: A -3 ._NC_ 11 0 Revis ons rao 1 0 Copyright CHARLES E. CULPEPPER JR Descripton 5 OF F. Drawn By: CAM Crecked By: CEC D E S I G N ELECTRIC LOAD CALCULATIONS CO 1:2) 0 0) PNL-A ITEM WATTS SO, F , 2,8'30,84 \ 1 , 1 CHARLES E. CULPEPPER JR. GENERAL LIGHTINC,13 (3W1S,F.) 1,492,52 Copyright CHARLES E. CULPEPPER JR SMALL APPLIANCES 3,00( Issue Date: RANGE 000 Revisions REFRIGERATOR 800 No, \NATE i::::i HEATER 3,600 DRYER 3,600 120V, APPLIANG II'S TOTAL NEUTR,A,L VV: EXTERIOR LIGHTING & RECEFT. 380 . BATH C3F SPRINKLER PUMP :',. 0 N N FE CTED LOAD: ( LESS N .; ) FIRST 1 °Kw : 100%; 1 . ) 3000 32,37252 10,000 BA.L. (q 40: 8949,01 NC OR HT G. V?, 100% 18,000 DEMAND LOAD: 30,949,01 AMPS g 24011 20V. 1 PF1 , BREAKE SIZE: 154 200 1_ 1 C31 11N Li , :NA :. il i: K., SMALL APPL ANCES: CO 1:2) 0 0) LI 1 g 3000 B A L , cKi) 354 : \ 1 , 1 CHARLES E. CULPEPPER JR. (1 oi / I Copyright CHARLES E. CULPEPPER JR - EXTERIOR LIGHTING & RECEPT, Issue Date: BATH (GE' ) 1 ,500 Revisions No, Date Description 1 120V, APPLIANG II'S TOTAL NEUTR,A,L VV: 3,000 17,502 .... . . 7'2.92 1 1 1 1_ 1 C31 11N Li , :NA :. il i: K., SMALL APPL ANCES: •4492,52 1 $ KW ct 100 % : 3000 B A L , cKi) 354 : 4,022 RANGE WO% 5,600 V EITKRY-70 - EXTERIOR LIGHTING & RECEPT, BATH (GE' ) 1 ,500 120V, APPLIANG II'S TOTAL NEUTR,A,L VV: 3,000 17,502 .... . NEUTRAL AMPS (N.W./240)1 7'2.92 L J 4 6-8 29-WP 2-4 IGHT „. HAP, • • 12 2 CAR GARAGE. 16 /' 21 21 16 ELECTRICAL PLAN 200 AMP 18 GFI 18 GFI 18 GFI f‘ •`." 14 12 SMOKE DETECTOR CONNECTION DETAIL M: 12 _ 15-17 WA. PHASF.: GOND c,.)R 12 26 1l 1: v 30 1--1 27 12 27 KITCHEN 1-3 20-GFL, /'-`* 12 SCALE: CL 12 26 STUDY 26 1:1 26 27 L. ---- 18 26 27 L_ 10 .•T) 10 (,) 10 30 ,, FAMILY ROOM 10 1:27 10 DINNING ROOM 30 23 EX'LENDED AS DIRECTED f3Y , 23 23 BEDROOM 2 23 10 NEW ELECTRICAL RISER 23- AUL_ 27 27 22 W . C . 15-Gst25 ' 23 23 AC. 5-7 ' e 24 W . I . C . 22 1 22 GAD 144 ) N.T.S. 24 m ------- MASTER BEDROOM 22 :124 BEDROOM 1 „ 24 W . C . 24 18-GFt 22-ACFI 24-ACFI _J C . U . g -11 RODS TJ :)RIVEN -0" MN 13•ELOW SCALE 1/4tt= 1' 0" CONN 10 WO 5frx.10 (.),R0 DI SPACED E,ON D 10 A 3/4 COPPER WATER PPE STU 3-0U7 AT METER LC.)0ATION TYPE: SQUARE 'D' (OR APPVD EQUAL) SERVICE; RESIDENCE VOLTAGE: 2401120v 1PH. 3W. MOUNTING: RECESSED 50 60 20 30 20 20 20 20 ' 20 20 0 2 1 < H < 0 >: 8,0•0 2 10.800 1 3,000 2 4,500 800 3,800 1,000 1 1,500_ 1 1,000 1 1,500 ELECTI"-"CCAL LEC.I3END: P3 rri .2 Lu N 314 314 2 7,200 j, 314 1/2 314 1/2 1/2 1/2 1/2 112 CONNECTED LOAD: .7) 8 12 8 REMARKS RANGE OVEN F.C. WASHER 12 1 REFRIGERATOR 12 GARAGE DOOR 12 BEDROOM 2 ACFI 12 BATH GFI 12 GENERAL LIGHTING 1/2 12 GARAGE WP OFI NEUTRAL LOAD: 2 26 (SEE LOAD CALCULATION) z 0 4 H/3 L SMOKE DE E1.f:T 7 ER'?" ISCON EC 7 SWi CH 3/30" PANEL E. LEO I 0 METE R, TON 1 X 4' 7 EXIST PANEL — (ALL 20 AMPS, 1 POLE CKTS, EXEPT AS NOTED) REMARKS DRYER SPRINKLER SYSTEM 10 112 3,600 9 '; GENERAL LIGHTNG 12 112 1,000 1 20 2 GENERAL LIGHTING 12 1/2 1,000 1 20 DISHWASHER GARAGE LIGHTS 12 SMALL APPLIANCES GFI 12 SMALL APPLIANCES GFI 12 MASTER BEDROOM BEDROOM 1 ACE! GENERAL LIGHT:NG MASTER BATH GFI EXTERIOR LIGHTING 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 112 1/2 1/2 12 1/2 1,000 1 , FEEDER: SEE R.ISER FED FROM: SERVICE MAIN BUS: 200A NEUTRAL: 200A MAIN: LUGS ONL LOCATION: AS SHOWN 3,000 1,000 1,500 1,500 1.000 1 1,500 330 2 30 1 20 30 20 20 20 20 20 20 20 20 Architectural Engineers CHARLES E. CULPEPPER JR 801 BRICKELL BAY DRIVE LOBBY, SUITE SEVEN MIAMI, FLORIDA 33131 (786) 402-7617 FAX: (786) 316-0030 ARCHITECTURAL• CIVIL. ELECTRICAL . ENVIRONMENTAL MECHANICAL 'STRUCTURAL MIAMI • NEW YORK • CHICAGO REGISTERED PROFESIONAL ENGINEER STATE OF NEW YORK LICENSE No 16-066511 STATE OF ILLINOIS LICENSE No 062-043107 STATE OF FLORIDA LICENSE No 14203 Desgned By: CEC Sheet TitIe: Sheet NL,r E-1 C _ \ _ - 44 4 0 Project Number: Drawn 3y: CAM 6 0 F 6 Checked By: CEC DESIGN TYPE: SQUARED' (OR APPVD EQUAL) EXIST PANEL - 'A' NEUTRAL 200A SERVICE: RESIDENCE VOLTAGE: 240/120v 1PH. 3W. MAIN: LUGS ONLY MOUNTING: RECESSED (ALL 20 AMPS, 1 POLE CKTS. EXEPT AS NOTED) LOCATION: AS SHOWN SdINV POLES TOTAL V.A. O N 0 c/) IX N § N REMARKS oN 1N3 SMALL APPLIANCES -0 N 1)43 REMARKS 3ZIS 321IM 3ZIS - 0NO0 a IO > LJJ a. SdINV 50 2 8,000 3/4 6 RANGE OVEN 1 2 DRYER 10 1/2 3,600 2 30 SPRINKLER PUMP 3,000 120V. APPLIANCES 3,000 TOTAL NEUTRAL W.: {3 I 4 { 72,92 32,372.52 60 2 10,800 3/4 6 F.C. 5 6 S PRINKLER SYSTEM 10 1/2 3,600 2 30 AMPS © 240/120V. 1PH. , BREAKER SIZE: 200 l 7 8 1 40 2 7,200 3/4 12 C. U. 9 10 GENERAL LIGHTING 12 1/2 1,000 1 20 j 11 12 GENERAL LIGHTING 12 1/2 1,000 1 20 • 20 1 3,000 1/2 12 WASHER 13 14 DISHWASHER 12 1/2 I 3,000 I 1 20 30 2 4,500 3/4 8 W.N. r 15 16 GARAGE LIGHTS 12 1/2 1,000 1 20 f 17 19 SMALL APPLIANCES GFI 12 1/2 1,500 1 20 20 1 800 1/2 12 REFRIGERATOR 19 20 SMALL APPLIANCES GFI 12 1/2 1,500 I 1 20 20 1 3,600 1/2 12 GARAGE DOOR 21 22 MASTER BEDROOM 12 1/2 1,000 1 20 20 1 1,000 1/2 12 BEDROOM 2 ACFI 23 24 BEDROOM 1 ACFI 12 1 1/2 1,000 1 20 20 1 1,500 1/2 12 BATH GFI 25 2 6 GENERAL LIGHTING 12 1/2 1,000 1 20 • • 20 1 1,000 1/2 12 GENERAL LIGHTING 27 28 MASTER BATH GFI 12 1/2 1,500 1 20 20 1 1,500 1/2 12 GARAGE WP GFI 29 30 EXTERIOR LIGHTING 12 1/2 380 1 20 31 32 33 34 - 35 36 37 38 39 40 - 41 42 CONNECTED LOAD: (SEE LOAD CALCULATION) FEEDER: SEE RISER FED FROM: SERVICE LIGHTING, WASHER, SMALL APPLIANCES: 14,492.52 SQ. FT. 3KW @ 100 %: 3,000 GENERAL LIGHTING (3W /S.F.) BAL. @ 35 %: 4,022 SMALL APPLIANCES RANGE @70% - 5,600 ' _ RANGE OVEN @70% EXTERIOR LIGHTING & RECEPT. 380 800 BATH (GFI) 1,500 3,600 DRYER 3,600 EXTERIOR LIGHTING & RECEPT. 380 BATH (GFI) 1,500 SPRINKLER PUMP 3,000 120V. APPLIANCES 3,000 TOTAL NEUTRAL W.: 17,502 NEUTRAL AMPS (N.W. /240): 72,92 32,372.52 ELECTRIC LOAD CALCULATIONS ITEM PNL A WATTS SQ. FT. 2,830.84 1 GENERAL LIGHTING (3W /S.F.) 8,492.52 SMALL APPLIANCES 3,000 RANGE 8,000 REFRIGERATOR 800 WATER HEATER 3,600 DRYER 3,600 EXTERIOR LIGHTING & RECEPT. 380 BATH (GFI) 1,500 SPRINKLER PUMP 3,000 CONNECTED LOAD: (LESS A/C) 32,372.52 FIRST 10KW @ 100 %: 10,000 Drawn 3y: CAM BAL. @ 40 %: 8,949.01 Sheet Tit'e: E -1 NC OR HTG. @ 100% 18,000 1 i DEMAND LOAD: 36,949.01 1 AMPS © 240/120V. 1PH. 154 BREAKER SIZE: 200 No Date Description 1 Pro ect Number: I Drawn 3y: CAM Des'g`Hed By: CEC Checked By: CEC Sheet Tit'e: E -1 1 Sheet Number: 6 ..,o- ') )O - - rr- 1 - ' lk . l D E S I G N LIGHTING OUTLETS IN HABITABLE SPACES (ICCEC 1202.5). SWITCH LEG 2 CAR GARAGE,/ i 16 198 619 SMOKE DETECTOR ELECTRICAL PLAN SWITCH L J 18 -GFI 19 SMOKE DETECTOR CONNECTION DETAIL 'MI o-, ,-0 , o 12 _ - -- 12 12 KITCHEN O'. LINE SIDE OF SWITCH PHASE CONDUCTOR 120 V. 30 -o- I' 27 27 18 -GFI d� 0 0 1 -3 20 -GF4 Oho 20 -G F4 STUDY 26 o- 26 SCALE: N.T.S. 26 27 26 27 10 10 3 0 b 10 b 30 827 FAMILY ROOM 3 -2/0 THWN DINNING ROOM EXTENDED AS DIRECTED BY FPL 1 -1/2" (3) #2 THHN )1 -1/4" NEW ELECTRICAL RISER 23 8 (3) #2 TH LJ N11-1/4" J 200 A SD i 23- ACF 22 SD 9 23 ■ 6 23 W. C. 7 5 2 (3) #2 THHN }1 -1/4" ALC. 5-7 SD W.I.C. 22 PANEL #1 2 00 A MASTER BEDROOM i GND. 1 #4 THHN } 3/4" N.T.S. 824 BEDROOM 1 24 24 W. 22 22 -ACFI 24-ACFI r CONNECT TO TWO 5/8 "x10' GROUNDING RODS SPACED 6' BOND TO A 3/4" COPPER WATER PIPE STUB -OUT AT METER LOCATION RODS TO BE DRIVEN 8' -0" MIN. BELOW GRADE C.U. SCALE 1/4"- 1' -0" ELECTRICAL LEGEND: DB P3 SWITCH THREE -WAY SWITCH DUPLEX RECEPTACLE POLED DUPLEX RECEPTACLE SINGLE RECEPTACLE SPECIAL RECEPTACLE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE RECESSED CEILING FIXTURE EXHAUST FAN DOORBELL PUSH - BUTTON NEUTRAL LOAD: TV 0 SD WP GFI H3 D TELEVISION ANTENNA TELEPHONE JACK SMOKE DETECTOR W/ BATTERY BACKUP DISCONNECT SWITCH ELECTRIC PANEL ELECTRIC METER WEATHER PROOF GROUND FAULTED INTERRUPTER HOSE BIB DIMMER 1' X 4' FLOURESCENT LIGHT Architectural + Engineers CHARLES E. CULPEPPER JR 801 BRICKELL BAY DRIVE LOBBY, SUITE SEVEN MIAMI, FLORIDA 33131 (786) 402 -7617 FAX (786) 316 -0030 ARCHITECTURAL. CIVIL. ELECTRICAL •ENVIRONMENTAL MECHANICAL •STRUCTURAL MIAMI • NEW YORK • CHICAGO Issue Date: REGISTERED PROFESIONAL ENGINEER STATE OF NEW YORK LICENSE No 16-066511 STATE OF ILLINOIS LICENSE No 062 - 043107 STATE OF FLORIDA LICENSE No 14203 0 4 CHARLES E. CULPEPPER JR Revisbns to `u0 0 ral 0 Copyright CHARLES E. CULPEPPER JR 4J /41 24' ea' Lot 18 Block 179, R1VI6ED PLAT 180A:4i)0'1800or REMED PLAT OF plat thereof recorded in Plat Book Dade County, Florida. . ':a/0 /if /sffor,' 310 E•TCH O aUlIVEY` /9 20 aa ' 847/ /29t 95' OF TRACT3 178B, 1780, 179A, 179B, 1790, MIAMI 6HORE3, BECTION 8t according to the 4 3, at Page 69, of the 2ublic Records of yor BY . Allen L. Gillett BIG0AYNE ENGINEER/NO COMPANY Order 4 22gy Cavil Engineers JulY 7, 1 95 0 . F. B. # 864 18 Miami Florida 3oa1e3 Shown WE HEREBY CERTIFY: That the attached 4 8KETCH OF uuanyi of the above describ- ed property is true and correct to the best of our knowledge and belief as recently ourveyed and platted under our direction;ialso that there -are no encroachmeato unless shown thereon. ACNE ENGINEERING COMPANY b nn f Re Is °red Engineer # 145 Registered Surveyor # 46 MATE OF FLORIDA. se0y. , 0 0 0° 9 'L P: - 4 0 e • 94.9a' /"=.210' 6\ -t S 7 V 1. 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NOT ALL ITEMS TO BE DEMOLISHED ARE SHOWN ON THE PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A WALK -THRU OF THE PROJECT PRIOR TO SUBMITTING A BID IN ORDER TO IDENTIFY POSSIBLE CRITICAL ITEMS, WHICH ARE NOT OR INCORRECTLY ADDRESSED, REQUIRING CLARIFICATION. 4. PROVIDE SAFETY FEATURES DURING CONSTRUCTION PHASE AS CALLED FOR IN SPECIFICATIONS, APPLICABLE CODE RULES AND REGULATIONS HAVING JURISDICTION OF THE PROJECT. 5. CUT, REMOVE, PATCH, ALTER AND REFINISH EXISTING CONSTRUCTION AS REQUIRED TO COMPLETE WORK IN A SATISFACTORY CONDITION TO MATCH NEW AND /OR EXISTING CONDITIONS. 6. CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED TO PROTECT ALL UNDERGROUND OR OTHER CONCEALED UTILITIES HE SHALL INSPECT CEILINGS AND CHASES TO ASSURE PROPER IDENTIFICATION OF UTILITIES PRIOR TO CUTTING, PATCHING, CAPPING,ETC.,AS REQUIRED AND INDICATED ON M /E/P/DOCUMENTS. 7. RENOVATION WORK SHALL ENTAIL INTERVENTIONS IN AREAS OUTSIDE OF THE IMMEDIATE SCOPE OF WORK. IT SHALL REQUIRE WORK INVOLVING REMOTE UTILITY LINES (ELECTRICAL, MECHANICAL, PLUMBING, COMMUNICATIONS,ETC.). ANY SUCH WORK SHALL BE ALL INCLUSIVE. PROVIDE ALL STRUCTURES UTILITIES, FINISHES AND EQUIPMENT REQUIRED TO RESTORE THE AREA TO FULLY OPERATIONAL CONDITIONS IN COMPLIANCE WITH RATING INTEGRITY, AND TO MEET OWNER'S APPROVAL. ALL WORK AS DESCRIBED IN THIS NOTE SHALL BE INCLUDED AS PART OF THE BASE CONTRACT PRICE. 8. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AND /OR INSTALLATION OF NEW WORK AND /OR UTILITIES, AS REQUIRED TO MATCH ADJACENT SURFACES AND /OR RECEIVE NEW SCHEDULED FINISHES. 9. PREPARE EXISTING CONCRETE SLABS AS REQUIRED TO RECEIVE NEW SCHEDULED FINISHES BY GRINDING, SCRAPING, ETC., INCLUDING LEVELING AS REQUIRED. 10. VERIFY WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS ITEMS TO BE REMOVED/ RELOCATED. 11. DESTINATION OF SALVAGEABLE ITEMS SCHEDULED TO BE REMOVED, SUCH AS EXISTING EQUIPMENT, PLUMBING AND /OR ELECTRICAL FIXTURES, DOORS, FRAMES, ETC., SHALL BE COORDINATED WITH THE OWNER 12. PARTITION, CEILING, FLOOR AND ALL OTHER SURFACES AND BUILDING ELEMENTS DISTURBED BY WORK BEING PERFORMED TO UPGRADE THE H.V.A.C. DISTRIBUTION SYSTEM SHALL BE REPAIRED AND RESTORED TO ITS ORIGINAL STATE MATCHING EXISTING ADJACENT FINISHES AND /OR RECEIVE ALL NEW SCHEDULED FINISHES USING MEANS METHODS AND STANDARDS. 13. ALL A/C SUPPLY AND RETURN GRILLES, AND PASSAGEWAYS ARE TO BE DOUBLE SEALED WITH CLEAR PLASTIC VISQUEEN IN A MANNER TO PROHIBIT THE TRANSFER OF AIRBONE PARTICLES THROUGHOUT THE SPACE OR ADJACENT AREAS. 14. CONTRACTOR IS TO ATTEMPT TO REUSE EXISTING MATERIALS AS REASONABLY AS POSSIBLE 15. ALL WALL COVERINGS (WOOD, PAPER AND FRABRIC) FINISHES ON REMAINING EXISTING WALLS ARE TO BE REMOVED. ADHESIVES ARE ALSO TO BE REMOVED AND SURFACES TO BE PREPARED TO RECEIVE NEW SCHEDULED FINISH. 16. ALL PLUMBING FIXTURES INDICATED TO BE REMOVED ARE TO HAVE THEIR PLUMBING LINES CAPPED OFF BELOW THE SLAB IN A MANNER SUITABLE FOR FUTURE USE. 17. ALL WALLS AND HEADERS WHERE EXISTING DOORS, WINDOWS, AND /OR PORTION OF WALLS HAVE BEEN REMOVED SHALL BE PATCHED, REPAIRED AND FINISHED TO MATCH AND ALIGN WITH ADJACENT SURFACES. DOORS TO BE REMOVED O CONCRETE SLAB TO BE DEMOLISHED DOORS TO BE REPLACED A/C TO BE REMOVED AND OPEhNINGS TO BE BLOCKED UP. WINDOW TO BE REMOVED ELECTRICAL FIXTURES TO BE REMOVED CERAMIC TILE TO BE DEMOLISHED 13 J DECORATIVE STEEL COLUMNS TO BE REMOVED CONCRETE STEPS TO BE DEMOLISHED BATH TUB TO BE REMOVED. ELECTRICAL PANEL TO BE UPDATED ACCORDING TO CODE. 14 ELECTRICAL. GARAGE DOORS TO BE REPLACED. 15 PLUMBING FIXTURES TO BE REPLACED. 16 GATE TO BE REMOVED A. A rhFfic fu ra f Engineers CHARLES E. CULPEPPER JR 801 BRICKELL BAY DRIVE LOBBY, SUITE SEVEN MIAMI, FLORIDA 33131 (786) 402 -7617 FAX: (786) 316-0030 ARCHITECTURAL. CIVIL • ELECTRICAL • ENVIRONMENTAL MECHANICAL • STRUCTURAL MIAMI • NEW YORK • CHICAGO CHARLES E. CULPEPPER JR. REGISTERED PROFESIONAL ENGINEER STATE OF NEW YORK LICENSE No 16- 066511 STATE OF ILLINOIS UCENSE No 062- 043107 STATE OF FLORIDA LICENSE No 14203 A 4 " *.v Project Number: Sheet Title: FAJARDO RESIDENCE W U W a esi D LLI I 4 110 S I CO N 0 (/) Sheet Number: Revisions D -1 1 OF 1 Copyright CHARLES E. CULPEPPER JR Description Drawn By: CAM I! G Designed By: CEC Checked By: CEC CJADESIGN O o ....• �-...- ».�.�•�.' ...,. eifn d p C �" v g N ja T' f G. , Ca Q O✓di• 04.4 s / die. svr- / 3, .(it; ! r fe :. - • '1 - - - 'OAS /lam , ,f9iDn7; fca!s ..(ts (g? i)r{ •?! • ,..w., +wR /N +•4`. - •• , �, +.N�!�_- •K�- rgvMw,K'.K ►_Ua+.n'YK'i «it .. .+•nV•rrn• vaY... m+.s�w.Ww..n... .r ,. 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CULPEPPER JR 1 Copyright CHARLES E. CULPEPPER JR Issue Date: Revis ons No. Date Description 1 Protect Number: Drawn By: CAM Designed By: CEC Checked By CEC Sheet T't'e: SP -1 LOCATION PLAN NOTE: LEGAL DESCRIPTION ALL WORKS TO BE DONE IN THE INTERIOR OF HOUSE. AREA OF THE HOUSE WILL NOT BE INCREASED. ROOF TO REMAIN AS IS. MECHANICAL TO REMAIN AS IS. PLUMBING TO REMAIN AS IS. SCALE N/S LOT 18 OF THE PLAT OF "MIAMI SHORES SEC. 8 ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 69 OF THE PUBLIC RECORDS OF MIAMI SHORES, FLORIDA, FOLIO 11- 3205- 018 -0270; ADDRESS: 1143 NE 98 TH STREET, MIAMI SHORES, FLORIDA 33138 1 1 31.1OR=5 `Jl4.!_,GE APPROVED Z S,R.:LIUR BY N', ECH r N ': I B CG SUBJECTTG Ct;M Ir.N..E :1,1E PND COUNPY RIJt.ES AND DATE Lt , L,ERAL, Ryi ;LArtONS- r 0 1 ELECT. METER ROOF AREA 14 31 ASPHALT DRIVE 14.10' FIP 5/8" 0 N ti 0 FIP 5/8 "0 1D' 11' -2 15/16" l� POWER LINE 19' -4 13/16" ASPHALT SITE PLAN 8' ASPHALT PAVEMENT ct. 15' -2 3/8" 95.00' 3' -0" 4' CLF. NE 98 TH STREET 22' ASPHALT PAVEMENT 46' -1 13/16" N 26.50' PARKWAY 4- #— 9' 9 518' 11'.3 518' IV PLANTER 10 10• SCALE 1/8"— FRB 1/2" 0 4' CBS WALL ? 4' IRON - FENCE FIP 5/8" 0 O, 0 J Architectural Engineers CHARLES E. CULPEPPER JR 80' BRICKELL BAY DRIVE LOBBY SUITE SEVEN MIAMI, FLORCA 33131 (786) 402 -7617 FAX. (786) 316 -0030 ARCHITECTURAL. CIVIL. ELECTRICAL ENVIRONMENTAL MECHANICAL 'STRUCTURAL MIAMI • NEW YORK • CHCAGO REGISTERED PROFESIONAL ENGINEER STATE OF NEW YORK LICENSE No 16- 066511 STATE O= IL_iNO S LICENSE No 062 043107 STATE OF FLORIDA LICENSE No 14203 Sheet N,.mber: 0 va 01 0 0 1 OF 6 D E S I G N SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION WEST ELEVATION SCALE 1/4" SCALE 1/4" = 1' -0" 1' -0" SCALE 1/4"= 1' -0" SCALE 1/4"= 1' -0" Architectural' Engineers T Issue Date' CHARLES E. CULPEPPER JR 80' BRICKELL BAY DRIVE LOBBY, SUITE SEVEN MIAMI, FLORIDA 33131 (786) 402 -7617 FAX (786) 316 -0030 ARCHITECTURAL. CIVIL. ELECTRICAL •ENVIRONMENTAL MECHAN CAL .STRUCTURAL MIAMI • NEW YORK • CHICAGO REGISTERED PROFESIONAL ENGINEER STATE OF NEW YORK LICENSE No 16- 066511 STATE OF ILLINOIS L,CENSE No 062 - 043107 STATE OF FLORIDA LICENSE No 14203 0 CHARLES E CULPEPPER R 0 1 Copyright CHARLES E. CULPEPPER,LR Revis ohs No Da Descrip: on Proect Number: Ces'gned 3y S'nee "'t e: She Number; CEC EE -1 2 OF 5 Drown By: CAM Checker By: CEC D E S I G N DOORS SCHEDULE No. DOOR FL. FRAME WALL CEILING SIZE MAT. TYPE GLASS MAT. DET. THRESHOLD REMARKS 01 3'- 4 "X6'- 10 "X1 -3/4" WOOD SWING 1/4" WOOD WOOD ALUM W/WEATHER ST. NEW GLASS E 4'- 0 "X6'- 10 "X1 -3/4" WOOD , BYFOLD NONE WOOD CERAMIC G.BD. EXIST & NEW 03 2'- 8 "X6'- 10 "X1 -3/4" H.C. WD. SWING NONE WOOD G.BD. 8'-6" EXIST & NEW 04 2'- 0 "X6'- 10 "X1 -3/4" H.C. WD. SWING NONE WOOD 8' -6" PAINTED GYPSUM BOARD EXIST 371/2" 1'- 4 "X6'- 10 "X1 -3/4" WOOD. SWING 114" WOOD EXIST EXIST 06 3'- O "X6'- 10 "X1 -3/4" METAL SWING NONE WOOD EXIST NEW g 3'- 0 "X6'- 10 "X1 -3/4" H,C, WD. SWING NONE METAL ALUM W/WEATHER ST, NEW 08 3'- 2 "X6'- 10 "X1 -3/4" WOOD SWING NONE ALUM ALUM W/WEATHER ST. NEW 09 8'- 11 "X8'- 0 "X1 -3/4" WOOD. GARAGE NONE METAL EXIST NEW 10 2'- 10 "X6'- 10 "X1 -3/4" WOOD. SWING NONE METAL EXIST EXIST ROOM FINISH SCHEDULE ROOM NO. SPACE FL. BASE WALL CEILING REMARKS FIN. HGT. 001 MAIN ENTRANCE WOOD WOOD PAINTED G.BD. G.BD. 8' -6" PAINTED GYPSUM BOARD 002 STUDY. WOOD WOOD PAINTED G.BD. G.BD. 8' -6" PAINTED GYPSUM BOARD 003 MASTER BATHROOM CERAMIC CERAMIC CERAMIC G.BD. 8' -6" PAINTED GYPSUM BOARD 004 BATHROOM CERAMIC CERAMIC CERAMIC G.BD. 8'-6" PAINTED GYPSUM BOARD 005 KITCHEN. CERAMIC CERAMIC CERAMIC G.BD. 8' -6" PAINTED GYPSUM BOARD WINDOWS SCHEDULE No. (WINDOWS FRAME W H MATERIAL TYPE GLASS MATERIAL DET. REMARKS (01) 35" 64" GLASS SLIDING CLEAR ALUM. EXIST 02 107" 505/83" GLASS SLIDING CLEAR ALUM, EXIST 03 54" 505/83" GLASS SLIDING CLEAR ALUM. EXIST (04) 371/2" 39" GLASS SLIDING CLEAR ALUM. EXIST 05 371/2" 505183" GLASS SLIDING CLEAR ALUM. EXIST 06 53" 505183" GLASS SLIDING CLEAR ALUM, EXIST 07 53" 505/83" GLASS SLIDING CLEAR ALUM, EXIST 08 371/2" 39" GLASS SLIDING CLEAR ALUM, EXIST 09 75" 505/83" GLASS SLIDING CLEAR ALUM. EXIST 10 1111/2" 51" GLASS SLIDING CLEAR ALUM. EXIST E -171 E -5 LEGEND E -7 e9 uJ e9 L1J En CV ch 0 0) 5' -10 1/2" 9 -4" E -10 0' -8 INDICATES EXISTING 8" CONCRETE BLOCK WALL INDICATES EXISTING 3 -5/8" METAL STUDS PARTITION (FULL HGT. WALL) WITH 1/2" DRYWALL FINISH EACH SIDE. W/ MTL. STUDS @ 24" O.C. INDICATES NEW 8 "x8 "x16" MASONRY UNITS INDICATES NEW 3 -5/8" METAL STUDS PARTITION (FULL HGT. WALL) WITH 1/2" DRYWALL FINISH EACH SIDE. W/ MTL. STUDS @ 24" O.C. 3'- 10' - 0" 0' -8" 14' -0" 0 -8" 18' -2" (09) KITCHEN O O 0 0 002 8' -6" STUDY 11' -2" 5 • 5 -7" f� (03) v 0 CV 0 0 0 0' -8" 0' - 8" 2' -1" 74' -10" 0 30' -8" AMILY ROOM E -10 74' -10" 18' -5 1/2" DINNING ROOM 9 02N -11 1/2" W I 1 I I 1 i 1 1 28' -11 3/8" 10' -8 1/2" 0' -8 " BEDROOM 2 (01) NEW CONDITION PLAN 5'- 11/2" 5 -9" 0 -8" (09) 0' -8" 09 7- 1 1 -8"/ y 5 8' -9 1/2" 16' -2" 11 -4" A STER EDROO (02) 8' -8 1/2" k (07) 11' -4" 0' -8" 6' -6 1/4" (04) (03) (05) (00) A , 2' -1" ,, 2' -1" (0 CV E() 00 M CN zcr 'r- E -7 E -17 SCALE 1/4 "= 1'0" SCOPE OF WORK: NEW GYPSUM WALLS, CHANGE OF EXTERIOR DOORS CHANGE OF GARAGE DOORS OPENING FOR NEW DOOR. ELECTRICAL WORK. CHANGE OF BATHROOM TILES, CHANGE OF BATHROOM FIXTURES EXTERIOR AND INTERIOR PAINTING, NEW DECORATIVE COLUMS, ROOF TO REMAIN AS IS, MECHANICAL TO REMAIN AS IS, PLUMBING TO REMAIN AS IS. E -5 GENERAL NOTES CONTRACTOR SHALL VERIFY EXISTING CONDITION D'!MENSIONS AT JOB SITE ANY DISCREPANCIES FROM THE APPROVED PLANS SHALL BE NOTIFIED - IN WRITING- TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK 2. ALL EXISTING WORK DAMAGED DURING NEW CONSTRUCTION SHALL BE REPATCHEDAND REFINISHED. 3. ALL FINISH MATERIALS SHALL BE CLASS "B' FLAME SPREAD, (INTERIOR FINISHES) 4. THE SELECTION OF ALL FINISH MATERIALS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BEST PRACTICES OF THE CONSTRUCTION INDUSTRY AND SHALL BE PERFORMED IN A PROFESSIONAL AND WORKMAN -LIKE MANNER, ANY WORK COMPLETED IN A NON-PROFESSIONAL MANNER SHALL BE REJECTED AND SHALL BE REDONE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT PROPERTY, FURNISHINGS AND EQUIPMENT IN AREAS WHERE WORK IS BEING DONE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED TO EXISTING PROPERTY, SPACES AND EQUIPMENT DUE TO CONSTRUCTION OPERATIONS, 7, ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION AND WITH THE REQUIREMENTS OF THE UTILITY COMPANIES WHOSE SERVICES SHALL BE USED. ALL MODIFICATIONS REQUIRED BY THESE CODES SHALL BE MADE BY THE CONTRACTOR WITHOUT ANY ADDITIONAL COST TO THE OWNER. 8. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES BEFORE BEGINNING OF THE WORK. IN CASE OF ANY CONFLICT WITH THE UTILITIES THE ARCHITECT SHALL BE NOTIFIED IN PROMPT MANNER, 9. THE CONTRACTOR SHALL COORDINATE ALL NEW ELECTRICAL SERVICES WITH THE LOCAL POWER AND LIGHT COMPANY. 10. ALL MATERIALS FURNISHED ON THE JOB SITE SHALL BE NEW AND STORED iN SUCH A MANNER AS TO PROTECT FROM DAMAGE AND EXPOSURE TO THE ELEMENTS. 11. UNDERGROUND UTILITY INFORMATION HAS BEEN OBTAINED FROM THE BEST AVAILABLE SOURCES; HOWEVER, OWNER AND ARCHITECT /ENGINEER ASSUME NO RESPONSIBILITY FOR THE CORRECTNESS OF EXISTING CONDITIONS INDICATED IN THE DRAWINGS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF UTILITIES THAT MAY BE AFFECTED BY THE WORK AND SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY RESULT FROM WORKING ON OR NEAR THOSE UTILITIES WHICH ARE NOT TO BE DEMOLISHED OR REMOVED. 12. PRIOR TO BEGINNING EXCAVATIONS, THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FOR UNDERGROUND UTILITY INFORMATION AND LOCATIONS. 13, ANY UTILITY LINES THAT ARE DAMAGED OR BROKEN DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO CHARGE TO THE OWNER. 14. ALL STUCCO SCRATCH COATS SHALL BE ALLOWED TO DRY FOR AT LEAST 24 HOURS 15, ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL ORDINANCES. 16. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED SUBSTITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS IN WRITING TO THE ARCHITECT, SUCH SUBSTITUTIONS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. 17. AFTER COMPLETION OF THE WORK THE PREMISES AND THE BUILDING SHALL BE LEFT CLEAN AND FREE OF PAINT, CONCRETE AND /OR PLASTER SMEARS AND SPLATTERS. ALL CONSTRUCTION DEBRIS SHALL BE HAULED AWAY AND THE BUILDING SHALL BE BROOM CLEANED. 18. THE CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR OPENINGS AND SIZES. IN CASE OF DISCREPANCIES OR OR CONFLICTS THE ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK. 19. THE CONTRACTOR SHALL INCLUDE IN THE DOOR AND WINDOW WORK THE FURNISHING, INSTALLATION AND FINISHING OF ALL CASINGS, FRAMES, TRiM AND SILLS. 20, THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEWIAPPROVAL SHOP DRAWINGS IN TRIPLICATE FOR ALL SPECIFIED ITEMS, 21. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND REQUIRED GRADE AND FINISHED FLOOR ELEVATIONS, IN CASE OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIED IN A TIMELY MANNER. 22. ALL WOOD IN CONTACT WHITH CONCRETE SHALL BE PRESSURE TREATED. 23. DO NOT SCALE DRAWINGS, 24, USE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD WORK. 25, VISUAL INSPECTION OF SOIL SHOULD INDICATE A SOIL BEARING CAPACITY OF 2000 P.S.F. SHOULD OTHER CONDITIONS BE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK. 26, THESE DRAWINGS ARE INSTRUMENTS OF CONSTRUCTION AND REMAIN THE SOLE PROPERTY OF THE ARCHITECT, ANY REPRODUCTIONS OF THE SAID DRAWiNGS SHALL BE MADE ONLY WITH THE WRITTEN CONSENT OF THE ARCHITECT. CEILING AS SCHEDULED FASTENERS @ 24' O.C. MAX. CONTINUOUS FIRESTOP SCHEDULED FLOOR FINISH. UNDERSIDE 0 STRUCTURE WD. BACKING WHERE REQUIRED FOR CABINET/ GRAB BAR MOUNTING A1 CONTINUOUS SEALANT (BOTH SIDES.) CONT. (2)2 "X4" WD. 2 "X4" WD. STUD MAX. @ 16" 0.C. HEAD 1 LAYER 1/2" GYP, BD. FULL STUD THICKNESS SOUND ATTENUATION BLANKET, FRICTION FIT BETWEEN STUDS 2 "X4" CONT. WO PT SCHEDULED BASE BASE Architectural Engineers Issue Date: No CHARLES E. CULPEPPER JR Date Designed By: CEC Sheet Number: 8O' BRICKELL BAY DRIVE LOBBY, SUITE SEVEN MIAMI, FLORIDA 33131 (786) 402 -7617 FAX: (786) 316 -0030 ARCHITECTURAL. CIVIL• ELECTRICAL • ENVIRONMENTAL MECHANICAL • STRUCTURAL MIAMI • NEW YORK • CHICAGO REGISTERED PROFESIONAL ENGINEER STATE OF NEW YORK LICENSE No 16- 066511 STATE OF ILLINOIS LICENSE No 062 - 043107 STATE OF FLORIDA LICENSE No 14203 W U LLI ""(13 W C� 1-11 CO O CHARLES E. CULPEFPER JR, Copyright CHARLES E, CULPEPPER JR Revisions Pro'ect Number: Drawn By: CAM 1 0 Description Checked By: CEC DOOR 'ZONE 5 +45.1 PSF -56.8 PS AREA 71.33 SQF SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION DOOR ZONE 5 +45.1PS 56.6PS 'AREA 71,33 SQF DOOR 1 ZONE 5 +44,7PSF1-49,3PSA AREA21.64 SQF WEST ELEVATI0N , , �� " ; ,� r A ,�,,�� , ., �� � � � P o r 'l i r w il A � 't r� ter" 041 ''''' � �r ^ "� at �' s r�s r, s srr t ik ro _ m ore tit r"�r��" te ,�a,� , ia m ,� , , - I I DOOR ZONE 5 I +44.8PSF1.49.4 PSF AREA71.33 SQF 40°^4. ireV 1111 1 :0 "It aASIO . W. 4414°- O s i e4 '111 ECE€IC11 tt i o LJ E J EJ EJ O LI O D EH LI FI , = E LJ ED Eri E E D D D EILJ E:0 1 t SCALE 1/4 "= 1' -0" SCALE 1/4 "= 1' -0" SCALE 1/4"= 1' -0" SCALE 1/4" 1' -0" Architectural _} Engineers 80' BRICKELL BAY DRIVE LOBBY, SUITE SEVEN MIAMI, FLORIDA 33131 (786) 402 -7617 FAX, (786) 316 -0030 ARCHITECTURAL. C VIL • ELECTRICAL • ENV RONMENTAL MEOHAN CAL • STRUCTURAL MAY, • NEW YORK • C -'CAGO Issue Date N'o CHARLES E. CULPEPPER JR Shee - t e: REGISTERED PROFESION.AL ENGINEER STATE OF NEW YORK LICENSE No 16- 066511 STATE OF ILLINO-S LICENSE No 062 - 043107 STATE OF FLORIDA LICENSE No 14203 Da'e Pro•ect Number: Free N m�e -: 0es'gned Sy: CEC A - _ la a CHAR_ES E CULPEPPER „R Revis ors Copyrigh: CHARLES E CULPEPPER JR Descrip :ion Drawn By: CAM C'rec' ,sec By: CEC OF 6 DOOR ZONE 5 PSFi- 62.7PSI AREA71.33 SQF DOOR 'ZONE 4 +53 7PSp- 59.3PS AREA22.77 SQF SOUTH ELEVATION ,iivicam i r ....„-..001 - orw - ay vir" __400_04440000,WOmi, 11"00#21404usi, 's,d10001~01~^ A411011.01 -•4 #00~1/111 41 WWAS I O VrialltP10341AIIIVAMEW A*A41411 jitielaTriabdia&AelliertelerAgnAllimuffam, EAST ELEVATION NORTH ELEVATION DOOR !ZONE 5 +49.8 PSI1-62.7 PSF AREA 71.33SQF WEST ELEVATION El 1 El EJ Ire CIO EDOO f!I1 oo0 0nD 0 EIoo DDEDEODD El El El 0 Q.ri DOOR ZONE 5 1 +49.8PSFi•62.7PSF AREA71.33 SQF SCALE 1/4 "= 1' -0" SCALE 1/4 "= 1' -0" SCALE 1/4" 1' -0" SCALE 1/4"= 1' -0" Issue Date. No. 1 rc � i - ec - u ra � Engineers 80 BRICKELL BAY DRIVE LOBBY, SUITE SEVEN MIAMI, FLORIDA33131 (786) 402 -7617 FAX (786) 316 -0030 ARCHITECTURAL. C.VIL • ELECTRICAL • ENVIRONMENTAL MECHANICAL • STRUCTURAL MIAMI . NEW YORK • CHICAGO S^ee' e: CHARLES E. CULPEPPER JR REGISTERED PROFESIONAL ENGINEER STATE OF NEW YORK LICENSE No 16-066511 STATE OF ILLINOIS LICENSE No 062- 043107 STATE OF FLORIDA LICENSE No 14203 Date LU U 1.11 (75 LU (/) O CHARLES E CULPEPPER ,; Pro'ec+ Number: Des'gred By: CEC Shee• V„rroar: A -2 _ 0 61 Rev's ons ea co to 0 Copyrlgh: CHARLES E. CULPEPPER JR Descrip:on Drawr By: CAM 4 OF 6 Drecked By: CEC 343 )J) D E S I G N