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HomeMy WebLinkAboutPLANS_0 d I i� 321 0'1 2 4'- 411 m 34 5.9. ,— M J � d W S fvIit I d 1.5L 1200M i _ 5'TETR PpEorzoom to :s II q A-4 III --- N cj c3 'v\®r 10 I . E. _... - -v 1� A/c Puc-T CWA" Mill i3' Q'�Z" I I ' I Ir " ,71.'^OLD _t d• 19 M ll I I4 0.+E.4 ._ 1.0 _.1__ M oP L• i N _ 4t eT I V I fJG Roots 6 TOP 1(0 -- - --L-} - -- - - -- ---- - �r -- —.-._- -- - GC t T C I-i F. NiA Viso. N RESL.,SIllw z '' �vl LL DL idjw, LEDGE S _ i' I n I Oil I 1� I u 4-b Q9-2-O --4EILIQG _ -a --- -09x f5ALCONY I,�TEP__ DINING A2EA. rnvaavt�AlL,_'p — — In —r_- ScaEEN ENCL. 141-0" 321-o +l d- "!021-011 1414° 1. $1-4116 14L411 U TA �LIEG11 METE:YL� O COt+TR�[AMP, .T. L EE L C G T� PANEL --- -- • ' 1 I I''1" R AA • rv� - c rti SLOPE 5LArs I 1/ b'-pv 4�� 5 L I p 4„ ir �1 T, _g_A L' M; _ uF lr RtNty ON'1Ft (ER i.3NE 1,o RR I 1_L._ _ _r' ��+STE�' d• ti�•..y. J I J 1, H� 41 ' Sp v!P P041s, CAP I I LL J �wIN -QK caaor; - °0 yURFa 4iNfATN FtU+i13Eo S o • 1 _ o's P eJ, 4 ,r^\ I tin. 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(0 May I rl i y --- - A"sTLtaT I --- - ,fl I � caLl • sTcn -p � , + ) -° Q� PATIO =0 - LO ALUM, FRA0II I:I5EIZGLASS - — — \•/ SGREE N 8 NtCLOSV RE: ILA4,H —4*p 41Fmi C 24 S.N. -o" 50_UAt2E�FEE7 of LiyiKiG 412Ed TOTAL LWIi -jG AREA = 2P)03 5,4= SQUARE IFEET OF LIVItJG AiZEA I, PRO \/IDIE &CCC:SS TO ALL CONCEALED SLIP-JoILIr PLUM51WG CONt4EC7IOWS, OR IF ACCESS IS DII FICULT FOLLOW 5ECTION 905,3 OF TLIE STANDARD PLUM5,sJG ,ODE 2. h120V10E P&W UIJOER VJATLTZ NEATER W/ DRAIN TO OUTSIDE, 5, Ti P i (I A L 1•J ON - BEARI NG PA R TI T10ti 5 TO SE. 2 r 4 WOOD 5TUD5 @ 24"OC W/ 1/2 11 t)RYWA>_L P11.115 H -4,-T`(PICAL- 5EARING ?ART171ohiS '70 5E 1A4- OR 2x(o WOOD 5TUDS @ i(p'+Oc, W/ FRz TREATEV PLOT, PLATE it/ 1/1" ANCH. 50LT5 (j� %t+or- (V,A'A,) 4^-214 OQ 2-2R(o TOP PLATE W/ I/,Z PRYWLLL FI1 SH, 5, SEE 1,4URIZIGANE OESl(.�1.4 jwFroRMATION CRE D©Y"IEZ ! 5TRAPS / AAIC.NORS/ UAIL9; ETC.) - ON bRAWING5 PROVIDER FAY HJIZR•iCAIWE ENGII•:EERINr& OF SOUTHEAST FLORIDA �'INC, C, �-NlERGY EPFICIII !OMPLIAWII 1701tM TO 5f- hROd',OEO F,Y IbUIL0ER, U BY St. Lucie County NOTICE 14000000, 1' CHAPTER S88, FLORIDA STATUTES, THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT. REQUIRES YOUTOVERIFYTRELOCATION OFALLUNDERGROUND �� IRU.ITIE8PRIOR ToBEBNININOANYDIOGINGOREXCAVATION vuc) ACTIVITIE8ONYOURPROPERTY, CALL ATLEAST48 HOURS 1-800-4328EPoREYOU BIG: 4770 FOR TOE LDR,SEW R.GM R®ROpNOERVICETELEPHDNE, 1 1 WATER,BEWER,8A8ANDCATYSERYICEUNES, I�P­�Ajjjmi II0 7 � j COUNTY / I BUILDING DIVISION l,�� F REVIEWEr) �/ CE tFDBY �3 ' PLANS AND PER T BE OPT ON JOB ,-Ir S °ECTI L BE I DE 0� L,t�ra 14 111 f�EAM5� (5EE MFIZ'S SHOP DR�UG,) 2k("'5 L? FLOOR 2 n 4'5 P- Gl-G, -xor" )'5("' x l2" CON PAP Wr 4 *5 + EA, WAS F- 101- q 14'- 4•" - --- ----- --- --- STDOP CPROV i DE RA! 5E D G'JRg I I PEf21ME7ER OF GARAGE I IG" 2 01- 9 " " S 7 t_ P 'M N I SLOPE �rWb 2" f' Tu1G1<EN 5LA5 TO 12 D K ISO W!t I{ W1 2 0 5 CONT� (3 69Lo1_ PAPT'i �-?jEASZ 1W& PARTIT OW - SEE I, NOTE # 4 � SHEET No, 1 30° K 12" DE E MONOLITH �4 j k,y ;7TG, w( 3 05 V EA• WAY �— ---4 TNIGK N iLA5 TO 6"R&I(o"w• • r•( 1 � 5 CONT. � f3RG wn _L P�EoRINC� P4RiITION� ,:. :_ WOTE �4 / 54EE-T tJo• I 4" FIf3ERtv1ESP CONC. SLAB ON VALOR 3AR IER, OVER WELL COMPAC?E•D, CLEAN,?REATED ;FILL• RE,LLSS SLA5 EDGE J FOR SLCPG, t7R• iRAGK I 24'x24"x8'' GROu-T FILLED p,LOr V- COL. wl 1 *5 IVERT, IN EACH DELL i CL W N r ! R �ZYPICAL P{=RIMET R �-DOT1116; ) 20"w, ,, 14" DEEP� ONO TN IC Cp1JC, pDGE w( �5GOTyT. i THIC-14FN S A8 t:DGE.TO 12"x 12"w w/ 2 # 5 a¢ 1 GOUT• 4-2-e 12 �- p- 14'- o" I6t-0" 32,-0„ COMPACT FILL. TO 25ao 9.5,F, ,MIN1M'JM BEARING CA?4CIT`P IN 12" MAX, LIFTS aoNCREI-E IN 5LAP,S � r-00T11JG5 TO f!7E 5000 P,5.1• S 28 94-Y5 CM IN,), 3. REFER TO INFORMATION 'FROM I.G,E, 5LOCV, ?'UILDING SYSTEMS; tNC,u FOR REcciMMGI.IDEP $L.00K GROUT, SF+©RING _ ERECTIO N_ PF-0C.EEi7URES 5'EQUSWCES- 4-, 5EE NUZ9,lC6tlE VESIGN INFORMATION . ( RE'• PDWELS , STRAP5j ANCHOR5/ NAILS/ REItQr-ORCItIG E-TC,) ON DRAWINGS PROVtDE0 i3`I' "�UR1ZiGp.Nt= ENC�1NEE'RINCo OF 50VTHEIa6T r-LORIDA , ING, ). 5• 5EE 'DwAvJINc�s °�� '" IIURRiCbI.IE Et�llaINEE2.�1Ca OF SouTPeAsT FV021DQ, 114C, Fog IUIr'oRMATIoN ol,4 ALL .tC,E, bl,OrKY- LIKITEI-St _2 1 0 coNc. ' 5100 P j co II 0 Q Ii i i • 0 0 2 of S 9 '11h_ 12 0 rzly W A L L FINISH f kt!"RY InEV. CA.5. E*i W. I -ro p #? VvLL SPLA514—� RANGE OVEN 1Z %( VJ IN L L P1WS0 (MIRROR, WK wools v J TILE PEASE ---� I, ---- T-45T. 4 TVs I z 0 0 L� 0,0 Q W-A L L-5 --41- �I_ ZE KA Z�� 6ARA &S__ DRxtm/P&RTW' 0kYWALL_-___ W.40I, TO --- ---_.._TILE__ WOOD _0RYW&LL DZYK/41.4, RECREATION ROOM cowc. Woo 0 ORY W, / FART'N DRYWALL b'-00 PUT• r6ATA eEOPLIOM. Co NJC. 9 ex?0$E0 ;2A T 10 CZ) W C 5-rucco�scguq 10V000 DECK CA9.FE_r Woop Q Rl WA i_i_ PRYWALL L1Vit,4,0. , ROOM CA 9 PIE -r Wovu 12121WLI-L DR't04LL fi-To CAT W rz: Q I;ZLL @ Z5 '32L KtTCP_EK 7ILIF W000 DRYWALL A LL 2" t cATwEVsZA L 25:12 DiI.jIsJG AREA 'TILE W000 DRYWALL DRYWALL 4 0 T" 4 rA'r L4 E PP4 L 2,5 1 Z_ __14&L L A R P E 'T woo v DIZ`{KIALL DRYWAL-L 01 M ASPTE)Z 51EV200M r,4,v-?ET WOOP PR*�WhLL DRYWALL PEE 0 ROO 1J__-_ CARPET____. WOOD DRYWALL DRY WALL -- CLa5ET5 SA IVI IE S'W CS 415 ADJ 0 1 W olaG ROOM 71LE TILE DWYA)ALL Pkf WA, L L V-0 A�/(' Izoom 'TILE TILE t;)RYk)ALL DCZYWALL 6 !- 0 TILE TILE Tt �_E TO CF_ I L � tltap VA 50L.L. 1- 0 FA Tp - Iz LE TILL -Tt L.E WSC'T' (? Tus OR'-(UJA 1. L 0 WOOD perK-. ��Y_qusj 51,TE71Z (t 0 r c h t T_bF_ 5 If- R, I P T 10 1=74 m E p E �,i Acr< K 5. ltJ I 01, 13/4'' WoLLOW ,ETA L -/ I r-ISUL , COO-E, ASS LITE TOPI PAWSL e07 STEEL PROMIDE. MC.7, THIMS610I.C7 1z FLUSH, 44OLLOLA) METALkv/ 57EEL FROvIVE: MET. Tk12E5k+aLD____.__ 5_0 V Woor.7 fiLJsi4j Wv, 5, cofzE WOOD a) 0 ITLU SA W 17. .S, Co RE� /a Q�.a) PANEL MACJDN1TI6 WOO p X, I PANEL. YIA,5oS4rT1E WOOD_ 2(-4. 131e> PANEL I MA50t-JITS WOOD or-, E S1 I N r. _Wcov LouvER WOC)t:) onwl�4&v -Wa0c LouVER, F5-1 -,FOLD-. �o" 6" OPENING WOOD 1_0u\/ER WOOD 51- FOL.v 0 r-sN I W C, TET0-JTE:;� 6L455 � &LV-AVM- ALum, Z 94i4SL 5LV'G. TCNAP,, ALuisA, F-W.AM� 4LLJM I 2 'PAiX L 50:iG, 14 I- a 0 x �7' 0" OPEN i CVS94E,A�v 7�05 SeC,T40NML MS74L 000RL Woo C) J$ x b=BU QPENING W0004 Lc)_t)\/LR WOOD 51 - FO LV I "n 75 tva IOr) 11 IGAlibLE ENC) � liz 14E TOP J340 v C LG -j INa FO r), CAULV -T.00 (p.) 4Q ru, I L ALUM, FrZANME - IF16 ri(BLA55 SCREEN eNCLC SUME %(P P-7, DECKJWG lk,,-rZ J 0 1$ T S xb 7, 'LEQGV. 1/7"x.bls J 'Z4 it 0C.' EMCO UIIAPGA- Z5 J0157::�/ ANGERS "T PRE -EN I WOOL) I'S r Lt0lIs4G G L AN rl�o rLs u rt IZ A, 0 r. - F c L-4-1 I SLoPF- I" T-WICKEW SLAG EDGE. To IZ 12 W I Q '* 5 C'D N *f, 7OF' OF P7EAM' &5PI4 ,L-T rzv4lNr.LE R0017-�Q& ON 30-t'FIELI v c- lfz"Cvx PL'fWOOC OS?WILT 15 H I W (it LE lZ00FIWCv —I% 4-- --------- 4- FIN), FLOOV- LiWe %OP Of JotsT 5000 151 i • ITU U 0 F I Q I s w P>DT of Jlcis-r cr- FIW • ri-0 R LINE 12 JrZr -F45 'A)& ':-?EE7 DIz-6w0Q&'5 �vrzovlt)F-D LINE OF SCISSORS -MUM, WurzalcAQF- W LIV. RMi t�4rj'Z� OIL 5OU-I'HEAST r-LA,1114C, FOR 90WE-LS,, sl rLA f251 A�4 C W025 j Q A I L5, V. E I W F.(E TC,) I K FO. RA m I N C. G 4� L TOP OF W41-1-'-� bEv- DRAWING Fey oug, ICAI's N DF SOU-174LAST FLA.)C POINFO ON ALL 1!�LOCV- FOR Ti :LS I I\WA' 3/4 it IA,C VL'�vjC)00 rL0 aiNG --- GLU�o 4 NAILEDf -2x4 dWLXlZ 1coll PRE - 14 T TZ U cvS It,!, a�A MF215 . ORI WOO r-LWOZ �" 6 c, - 5 E E IQG5 Pt. t-I&III"(65C PF LWE z G/6" 5EMCO THO 4 (.OtJrll 15�LLL 4 tj 12 OVER Vil tjam P. W CLEAN I 'TYZt: Tf;D 'Z • OIl I'AVA4 VIZIF CEDAR I r-A.5c IA ILA(* v. 1. 7U FCSGIA V E. W 7 F. 1) A UM, SOFFIT Top or- r-Q *5 440917.0hJ715,L EA,CtLL 2 JOIS-r '45 'VEwT. Lz 12'MAK. 0. 'LCF-. 5LQC�Y-" rq (REI. CD1.4c, c FOAM 5LOCY-)WALL )I'TE:m FLOOR LI`t-ZV. FV07Lt-JCv - W1 5-05 d? CONT. North ------- 110 STUCCO F1 ON I-C,E. VjLOCK IT- wommom q I 007 e J-Lol It G A 5 L E F.%4t7 0 4 A'!" 9- C-OAVORA,L 150YEO PRE-EmG., f5EP-l"I cr, x F I 0 PROWE JACIK YkON (7YP,) \ !� ILIQ6. MTD , ht eL pFl �-v f_TV aN gMW66 4C14 T(T�P") ° f 1 L1. M ATTIC ON P.C. j -- w��xw, tteov REC'o, HI-UAT;� _ msw wAsw K. \ T6. f r5t �fQOC n 1 c tri F�D E S C c� ic�Im� Ie R I PT 10i�i 1//ATT5__. G>;tNEQAL 1,.IGHTING IZE.GE.PTACLE5 2303 S,F,@ 3w•/5,F•� (ogpq SV,LLL AFPL16V16E @ 150o WA7T5 PER CIRCUIT - 3000 . _1�ISHWASHER 1500 DLs POSAL. _ b00 RSFRI GER 4-roR � 12©D 1000 CEILING FA Ng _ 2400 GA24SE D©OfZ 0FErz.ATORS 2400 wASu�R -- - 5400 WAT6r1. uEA7�.12 5500 boMESTiG WATEIZ 'PUMi' SpRIMYLER PUMF igao 5U570 TA L = 4 S 0I00i UPSTAIRS ltfC SYSTEM 2117 lohj W/ -7 kvJ 57RIP HEAT 8�jpr� PUTURS GOWNSTAItZS AEG SYSTEM f 11Z TON W/ 5 kW 57RIP HEAT CIOZ50 To- a L = 15OS0 C A L C U L A T 1 0 N 5 FIRST 10/000 WATTS @ Ioo % OEMAND FACTog = REMAINifJG @ 4o% 0 E MA tj 0 FACToZ (35909 x ,4) - A/C LOAo @ (05°% 0LMAQ0 FACTOR 15o50 x,(o5 7o74L WATTS DEMAtJC) FACTOR• _ 34, 1 1 7 WA7T5 - Z4o VOL75 = 1 4 2,2 AMPS ------------ 10,000 141334 91,185 34/1 11 --I,- #I/o 744W c-U 150 A�tn IN 01" CONDUIT � Cl2C, f3R RPANEL 42 clrt IT METER----•�O 10) IZO�z ov, UQ0EszraRou>`1D 5'ERvlcE TO 1= P � L 7RA1 js�oRMER. —*(o CU TO APPROVED _ GROu�IO ;1 5 t r, c a I t 5 o� 5 94 tl rn _00 4 0 N a :54 S.H. T d m al- -- 19 3 _o _I Qqr � d N _1 �n N m Y tl1 r q `I x _Ln r 121-D" q�p11 —gITOn 14�-0" i 321-0° - M 321 OII _ l41-411 it so 24Sm �4 FMED 74S.W. III . 326 011 L FT. St. lade County Health Unit Environmental Health Site Plan Approved For Construction / Supercedes All Pre ious Site Plans For OSOS () 3r Reviewer zd 64- �_.. OttOMM M REYiEWEp :_tivEt,R "Iv -- --� 3 _ IUSiM Ogg OR �2c,v'C- CC1ry cf V - 70 o"? St, by Lucie Coo*, q� L Lot w w 0 I'2E. - FAP) T2vS5E.S 13 (,�E,E MF'R I to"PRE- F T 2uc; Ft5 MPZ'5 } 5�8� DRYS .&a- 1 � 3 P.T. f,lell.E2 8 GE `eR A 5 C I A tali p, T. `x1P,FeSG1 A VEW'LED ALUM, SOFFIT t l A L Ull MAX. 0.(,. )GIC" ( REl NF F. CONG. K) WALL SYSTEM - N or-L h 1eva:t0on E I e-v o n 1 /4 11 r 110 u b'Z 011 2 41- 411 - - 34 5.N. _ .-- y _ J :4_ Il. 13-10" q," — PEE a00M I I iv( 57ER EDROOM Y _ Vn O _O _ -- I -- 10 I � 4 a to 4 T'I, C. - - aµa g �� LE dA � • Mf oa �m,c. ! Pl, � N IA Vs? 4„ f3 A T N - I N d' — n 41lI tO = A!G DUCT �. j M.G. — In 1CHASE p'yzsr J, /�.--- r 11 I rr S'. 0 7 1 = a _ 15 RE _ LivIN�-_rzo©ram -zY _d 0 la SF J,sHt-v5. IIEF'R,IG. = N s E) a .. � � wN . TOP I W r- r I OVfM wr i I 1 j', — l 4,- O n I (i'.,1CN x Hoop i 1TCNEN o PISF."" %ft— I ct IL q rb {I r_ In -co UNFElL I fJ( _ osv I o 4,-O„ $1-O" 2-O 111 I(o1 2n '01IIn 0 0 - RI _ i 13 O Oi P� A L. Co N Y �' rn _ I�TEp DININCti AREA_ 0 _ I _0 42" N, w000 GpuAQD14AIL _'O Ln — 'd 5Ga EEN E NCL, — r �-- t-- -.— — — � S,N. 4°F Z FIXED 24 5,14, o 32-011 32 O 11 r, 5 Q7Pc I FUS Al �tIE4TMETE'Yt �� I,r/�� MPJ ELEGT, PANEL _—,--- _ r-- 1„ q oil �1, Ci.I" toll I to P� DROOM GA12ACsa 14 r" .I 1:0 N E S.-- 1� I _ SLOPE Slab 'n 7 l . o b' o" 4" IL_�, _— ---,� -- -- --�i T #VT'_bA - a � � 11 � •I I / i rd!a UF,T ryort�g �CRA2�)k YEfi 1.5NE Gf`6 ' O ' 1•ii3 � 42.0 r 4Mg,Tod GAP i I ' STUD. a ° + U �URFA Pifr,EpTi� Ft,.1,61+ED �.\ -� 5 O .! _ 4's P 1 V,T o I o 11. � l3•0 4 !c�•►o II" I N 0 I rrA I m 1 -1Z1<CTZEgT(Or_- Ro01Vt \ r d. 12 cV _ _ 1 tt 1 I, - d -O Q) o = 2-0 11: O IV PATIO 4- _. SCREEN A� NGLDISU RC LASS 24 S,µ —4° 41F1xEV 24 S.N. 141- 0" 1 6 - 01, 32,- 01, s _50UARE FEEL Of LI'tt hREb = 13.Q TONAL LIVI1Jro ARCA = 2305 5,11:1 -- OQUARE �E1rT OF LIVItJG AREA = `tOl Nat- to S I. PROVIDE %CCE5S TO ALL. CONCELLEDr SLIP -JOINT PLUMBING CONNECTIOtJS, OR 1F ACCESS IS DIFFICULT FOLLOW 5ECT10r,J 405.3 OF 7WE 5TANDAP.0 PLUN451KAG CODE 2. hROV10E PAN UNDER WATER AElxTER W/ 'DRAIN TO OUT510E. s _!t. TYPICAL 1,J0N- r5EA9,INCa PoLRTITION5 TO PEE 2 K4 WOOD STUDS @ 24."oG wl I/,I' bRYwaLL r-IN15H. A,_-T`(PICAL 5EARING F4RTI7fO1,4S TO 5E 2x4- OR 2K(o WOOD 5TUDS @ Ica"cc' w/ PR. TPLEATEV f50T. t C ) 2-2x4 0¢ 2-2K(o TOP PLATS w/ I%Z rRYWALL FlN15H, _FLGTa W 112" ANCH ;3pLT5 � 3�"0� r�Ax, „ 5, SEE µURRIGA.NE 0ESIGN INFORMATION �tZE ; DOWELS I STRAPS ANCHOR5/ WAILS RE{NFORCING E?G,) ON VIZAwING5 Pli%OVIDED P5Y HURRICAWE ENGIr4EERIN& Or-S0UTHF_4S'r FLOR-1DA / ttjC, G, GNERGY 5FFICIE.NC,Y COMPLIANCE PORV TO f5E PRO VIOEO PAY $u1LOER. c�? w_ Ln I f 2%4_ LEDGER AS FLOORING Q1411-EIR 1 III I w I� 3 Ld wo Q oV JI.r i �l _ ;U w jA lu w W K Z U GINASEc. GT p =a opt'" Of d] I, f = r —� OPER Ko_R STAIR J IL — - - _ ,i w W Z I -�" RE- tJGINEE2ED �SEEF�'S. WDOD gM, � y� -- S+OP DRwGS, �� e - I i ---- __ W 2 Ac 6 P T. 1. "0c A',3'S (N,2 4 ST TO LE Q6 E IZ PGM i — ---�.--- — — --- -- SE (X V 4 - P, '2A2 J o l TS 24 OG wl 2 � G TD GIG I ISM 10 H GER CON►1, > EDGE.z AS FL00f4LQCP vAtL� S MGo UNC ►-28 WI I(2" A,3'S @ 3c"oc XL° D 1 PRE - LN61NEER.Et2 WOOD AM5 (SEE !✓,F125, 54OP DRWG•) I — 2 c (t' 5 @ F LOotz 2, x 4'5 0 CLG. 40 It 3G" x 5('" P. 12 CoIJC. PAD Wf 45+EA. WA`( - 3'2'- o u 14'- 4-" GON ST00 P t , ('ROVI DE R41 5E C COR.6 .PERIMET1:1Z OF GARAGE IG" 2 0'- 9 II 11 SITE P SLOPE 'SLAG 21" j� TµIGI< N 5Ll-6 TO 1Q21�t7. K l!a'iuli COOT (3 p, F�&, PA PT'', P�CAt21NG PAKTIT1O1,1 - SEE NOTE # 4 / 5HEET No, 1 I 50" x 12" DEEP MomCLITµ T-4 i r�FTG wl S 05 EA• WAY A 'fµIGK N SLAB 70 "Rwlio"w, CANT R— P�MG W6LL II - — - -- - -- P�EoIZANV P4RTITIDN SEE NOTE: �4 / 5NEE-T tile, I 4. it FI5E;IZME5P CONC. `5LA6 ON VAPOR 54R IERA OVER WELL (OMPACTE'D A GLEAM TREATED FILL \ RCC,ESS SLA5 EDGE .- Fo2 SLOG, OR. TRACK 114"x24"x81' GRou-r FILLF-D _b.OGK COL, wl 1 *5 IIVERT, IN EACH CELL 'I 1 TFI I G.IC E N W/'L *5 �-TYIPIC.&L PERINST R �-DOTII,46; 20"w, A. 14" DEEP Mowo THIC ! CONC. �t7GE Wj *5 Ko , If I 8 6oGF- To 12"x I2"w, G0 N T. C) " -.- 1• COMPA. CT FILL To 2Sao P,S,F, MINIMJM 13EA,RING CAF4CIT`/ N I2" Max, LIFTS, Q, CONCRETE N 5L,& F-ODT1UG5 TD 9-�E 5000 P,S,I °e 28 DAYS CMIQ.,, 3. REFER 70 1I.IF0RMAT10N PROM " I.G,E, 5LOCK. BUILDING 5Y57-EMS A INC." FOR RE(-.OMMGfJDED $LOCK GROUT) 5F401Q-ING ERECTION PFZOCEE0uIZES , SE0UEK10E5- 4• 5EE. I4L)9;Z1CANE C7E5[GN INFORMATION Zr DOWELS , STRAP5, 4NCHOR51 NAILS) REINrOKC11�4G E-TC,) ON DRAwiNGS . PROVIDED F✓Y I'�1URtZ1GANE ENGINEERING C)F SOVTNEpST fiLORiDA ING.�. 5. 5EE 'DRA\01 I4&S FbY " 4JR21C61.1E OF SOUTHEAST FLORIDA, 1NC, PD[: INt-oRMATI0N OtJ pLL jCE, ?PLOGK. LII.ITELS, '04 r� N Plans along with accompanying calculations are approved by Hurricane Engineering of Southeast Florida, Inc. 1111 S. Federal Hwy, Suite 226, Stuart, FL 34S)94 (407) 28T0525 A'q � �l ' `l l- w w C& i 0 -r M fi MED. /b2yWpLL FIN� ''LE BASE" `/ nRYwALL FIrJ(5 N - --- -- — — I MIGA TOP � 5 LASH I -- INK i i I T r I src LIE' TvN SkwR, a 0 a E IA_fZK � ._ -- __.--- _.CONC, ___ _- WOOD EX5 LOG 09, wm/PART_IN-; DRYWALL - ------------- ._ __ 1LE WOOD _ _QRY.WiLL 0R.Yh/4L_t.. &I:_a__-- (ZECC2E-ATION ROOM Cowc, Woo ORYw /PARTN DRYWALL 61-0" _ PUT- 5ATA / r3EDR0OM CONIC, 110�;I_ ty'P05ED-._ __ EXPOSED Pa` -DI' PATIO CO NC, — 5'Tucco�Scguu W000 DECK 8 LII + _. 5TlALtL_..----- _------- _....._ _. CARPET... W000_. DRYWALL p1RYw4LL — LIVING. ROOM___. _...__. _ CARPS-t _. WOoR . VR'fVJ4LL DRYWALL * 6; o, To *ca7u�PIzAL @_2,531?... _,haI000 DRYWALL btzYw,4LL * �r,2"t° - *CAT✓aEDrtAL 25;J2 -- 1DI IJ I tJG A REA _ __ _ TILE wood VQYWALL 1_ DR'fWALL * � °" To ti CATUEVKA L@ 2-5 , (7 14A_L L _ _ _ CA RPE?-__ __ _ WOOD t)R` WALL DRYWALL 0 OIL MASTER 5E,DRoom GAKPFT Wo017 57RyWALL DRYWALL b'-o`I CARPET __- ,WOOD DRYWALL .. _ �;RY WALL b'-O" _ GLa�ET5 5 A M E 'FIN 1 5 H Es 4's ADJ o I w o'IG ROOM _-_- t3AT —I — TILE TILE DRYWALL PIRYVJ4LL -- W/G J20oM "TILE TILE ORYIUALL hRYwALL 61-0" ___-- StlQWE12_ TILE TILE 71LE To G61L NCP M R DRYWALL It -O 5AT;-1 ^z _- _ TILL i(LC DRYW4LL W co' TILE W5GT,G'T16 M.R. DRYWALL O'UII iALCc'JN^C.. ?HOOD �jEGI� �' 6T000q$S�Q~E EILTERIOR PLYwOop -I t -� MARK 5 I Z E ''DE.51PTiON Fra4Ma Z�_MAIZK5 - I I 3-O K 8 , K 13/4„ (0 JioLL0W ET0. w I Ks U R C.sLA65 LITE TOP, PAti16L 30T. � STEEL PROVIDE MET, THl2E,5WOLD 2 3 0'- K ..(a '8 x I3�4� - ---- FLUSH , HOLLOW METAL wq NsuL, GA RE STEEL PROVIDE MET. 7442E514OLp K 13/O` FLVSN) WD,j SCORE WOU4 WOOD PROViPe ME7, THRE � AvTOMATIC, C.LosER _ 4 �, Q X /O1-�, �` 1318 FLUSH, WD, 51 CARE r,7 3` 04 x (y` 0 K 13/�, FLUSH , W D , S, CO RE `MOOD 13/0 FANEL MA`.;ot417t WOO 21(o` x (o b" K 1318 paNEL j MASONI?� 'WOOD �,-8, x 131e> PANEL MA'Soa ITS WOOD (P,— OFEt.11t%;G Wooc> LOUVER WOOD BI-F<)LtD 10 - -- 4'-u" ovi:1WIw6 wooD / L.covvE2 WDOD �I-FOLD I 5 Loll Opp-tjING w000 LOUVER. WOOp �I- FOLD OPENING TEMP, TIILiED GLA55 I ALUM, FRAOF. ALUM , 2 PAWEL 51.0G• -� u _ _ OPEN ING Tcmp TIQTtL5 6LA515, ALUMi. F'MA. MC 4LUtto1 , 2 'PAQEL SLf?w• f'� Pa-O x 1' o" OpENIhG 55EG?I1A IVLT METAL OVORL Woo SI-O"x b 6It OPENING Woov, LooVE.P_ Woap f5l-FOLV 3`-0" Co @It KIf3C12Gt,5GREEIJ-ALUM FRAtvif; ALUM, • f a � t h (to) U Q • I ----T eV 1 Ion C.K jGA1tL5 ENV �I A E CE � I@ 21/ZP 12 jw vp CLG.J Ihi FQtZ U CAULK (T f P.) LC0NY__ ,421C�UAt2p2pl jQLUM. FR,�ME FI�I���RCLASS CREEN ENGL SU1'LIE fZx(o P,i, DECK I NO s 2xb h,T, LEgGs 1/7"A,b,s ^Q 24 11 oc. EMCO 25 015T RSUHPGA- DXE I'RE.-EN M ��EE MFR' ttJE SHU REC>7 1r%O©n pRAWiNGS� I SLIoiI,4G GLNS5 I'zr7 ---- Ii iA ^rzcit w NGL 5 -p- O R C L!DItJG COLAS SLOPE I" THICKEN SLAB W J 2-45 co N T, o v cHri 4/ (SEE MF`tZ5• DRwG'ia 'y LINE OF SGI SOBS 'rmusS ..� IN LIV. RM.- t-t • 244rr2AMING@ ,If1�1`r --24 . _.._._ am.. 5/0" VRYWALL k1wSH ✓J d_5rE, DRAWING ?,)Y PUP, ICAV_'E I=i.16R, OF SOUTHEAST FLA,,INC, FpR INFO OW T ALL I r E., 6L.OGIL LI TELS 5/41` A,C. PL` 'WOO C FLO i21 NG -- - GLU V NAILED 1 4WLEZ 1fo"hRE-FA 4-2K4 Wpop FLoos2�1 T12u5SES @ 24"6c. -SEE MFR'S DrZAI ,../ INGS 1117"ILIG"T11�r3E 00C LEDGER W/- (2"4 A g'S z IZ1'o( STAGGEP-ED 5/e,` DRYWA L FIW 1 SEMCO TFIO 2'�I(.O 1CJlST�� PAW(otzR5 G EA. Jo19i• 4 COt.Z. SLA ON R OVER WELL COMP,j- W.) GLEAN tl 12 TEND 1 _ D5PNL.LT 5HINJGLE IZDDFIN3G - TOP OF BEAM a _co FL00v_ LINFE 'SOP OF JOTS BONS? 13M , yrr� d __-. _ S TUGCO F I i.l l3 LJ " -` P�oTIST -- 4 L_ —1 FIW. FLo 2 LINE -- - --------jam --- , d LT(Z 6"F1I NGLE Poo1-W& ON 30 •tt FE L 1 1C D� PL';WOOQ SHCATHIIJCC7 S SEE Oa4wit.1G5 I'R.ovivEO by WURR(CAWE t:40'z. Ox 50u-THEAST FLA,,INC, FOR VOtJELS, STRAP5, ANGLIORS, WAIL5� REINF.(ETC,) INFD. -T TOP of WALL I &ALV, ML1/11. DRIP 'Lit 4e2d, K -lx3 P•T. N !LE2 b CEDAR FA5C IA VENTED A uM1, 50FF1T a I I_-Scct1on.5_. OF F - LTUP------- - -- It I 'OOR JOIST *5 I-1ORIZosJ7AL EA, CE.LL 45 VER1, (3 12" MAx. O.. V` 11I.C.E. 51-oGK.11 ( REIN coI4c. FOAM 5LOCK) WALL SY TEM FLOOR LItJV. PIN, G{ZAt�>✓ d,. _ F014VE P OWOLI TNIC COQC, 0T1TJG W 4 / I/41t- t v a - I o I""'t _ _ �4'I = I! o 1A STUCCO FIN. OW I.C,E, 5LOC1c El catcuda n�h�i4hhi n Pe *WmqAvY t1�Iitfh� iiFc 4r {p;3 R1�1 dlifc II�Iii 5� �65 21 1� 5 it ISI I ILL F,- !oAP�LE ;_7 ESN EI�JC.LOSUtiZI�f, EEN EMeLOSVR, t-__ ! _-Sc E1.1 ENGLOSURE {{ I I/III = I 1 0II 42" N• E70AVORAIL WVOD DECK T50)(cD PRE-ENG, ,giAM FIXED GLASS, STucco FINISH-" - LTG. __ Sec o nc� moor 0 i r5 o o r 0 1 t c tri ca ched'i It DESCRIPT 10i�1 ��/aTTS (,clog GCNERAL L.IGI-ITING RPCEPTACLC-.S 2305 S.F.@ 3w•/5,F) SVLLL bFFLlhQCE @ 1500 WATTS PER CIRCUIT 3000 DISHWASHER I SOO DI S POSAL boo REFRI GE1z b'T(nR 1200 RANGE Ovl: N 11000 CEILING FANS 2400 GARAGE D©OCz OPEIZAT025 24o0 wASu1~I'z ISOO PM -YE Q. 5 400 WA7CQ- 4E:A7r.I2 _ 5500 i DOMESTIC WAIE.R 'PUMf _ 2400 SPRIWKLEIZ puMn {900 5U5TOT4L = 4Sg0,91 U{'S7AII-5 A/C 5YSTEM 21(Z TON W/ "I kw 57RIP F4E4T� b(500 �ZSO FUTURE L70w.a5TAIiZS A/c, SYSTEM it/z TON kw 5-rRip HEAT) dJc TOTAL = 15o5a C A L C U L A T I O_ N_ S FIRST 10) 000 WA 7 T$ @ 100 '/0 DEMAND FpCTOiR = }00000 REMAINING @ 40% DEMAwO FACTOR (35909 x ,4) = 141:�34 AI L LOAD G5 °% DEMAQc) FACTOR 15050 X,(a5) = 91,185 To7AL WAT75 @ 0EMAQD FACTOR 34 I I 1 WATTS - 240 voLTS = 1 4 2,2 AMPS 3 - #I/o Teti/ cu tN I�i2" GUNDUI'f ME7C- R Ut,AvEtZGROUKID 5£RVICE 70 F P � L T24N55oRMER 150 AMP GIRO r5R 42 GIrz(- = I �, Izo�z O-Co CU TO APPROVED -GROUr.IfJ ��---- 2, PANEL IT I ectr�i ca ist no _ ' •ti 4 V �M i I I w w 5 OAF 5 941-1 m I FAKED TIE ©EAMS Fr 71* 7 Al -- Al I Ai � I Al Al r-I I Al � IA-1 Bl—J _s___. _. ___ . I ----IBB i i I, B -_� AM FL -AT GFLL NG Tin -2a I� ©e- This engineer acknowledges that 1 have reviewed the attached wind load calculation# and find the load values, connector specifications and ma,r.,aial specifications shows thereon to be in compliance with the provisions of the American Society of CA Engineers standard 7-88, Minimum Design Loads for Buildings and Other Structures Section 6, Wind Loads, Analytical Procedure, for this specific structure. This structural drawing and accompanying wind load ral(.Ulations are certified for QNE BUILDING_PERMIT ONLY. Plans along with accompanying calculations are approved by Hurricane Engineering of Southeast Florida, Inc. 1111 S. Federal Hwy. Suite 226, Stuart, FL 34994 (407) 287-0525 Engineer Approved Connector Specification Chart Oin'pe b M, rrrrnl M RY.f/Rv1M q m FyYMy) Connector location symbol key A _ ' �F' 4001 Rtn,,, - ` WM fur](,) m,n�bs M be b .1. OhM Mwa nhxna°Mn •C' pM^eq b rMA brb acMpw V laltivnnn n e4rr,wte b ,krf perry/ F_ _ 'S' 6aEM b Tm lNn b be n,-o' our, ncen*,p Odle le plot, •G' _ 'ir l T coh,mn 1)1w M° Vvy P w l sow:MJ Od wcA b I^O noon Locoron ca.m rnq roWpwwa4 9Marb,- Connector Manufacturer symbol key n,1Ft rumNrznanp Ax he rt+e �.nnn� v Vrmrn 5rmtpn� CorrM�v e,r - ll,e ny toner'sr sousun,rr n„wfe ur9. Ce Mc. Vea ay Lene'Y O,r�er mTMxhw,M1 1t»cNv NPne IN Y CONNECTOR CHART rarwr,pn. asurmv*I«A4en rxarrv.,.rwsalgn vxe"omw.Nul-- --�, .sm'crurd I mernio w ID. No. en shovm on Plum loon Uicaf M.Fale,RbaU _a_M_ 1 N anb arb ea nrr_br _ _� uc ft 4coo w.pnnt b rloa-nrY U lbodb bpeb �CmucAr J,^b4, fa Fa bCatgn Meg. Abv/«tvM emeveM 'Aal rsvrele Wnmh up'o m,nen Lpt;AtION SMrMn,M tun rxrt.er or ^M, rwnAwa o, ea[n cor+rcra. aJorp 1„�wcbn OMCY-011 cane T.IV 12K15 553 456 A H TA22 3_ 10 IOd EA. T-i 2014 342 282 A H TA22 2 7-I0d EA. T-2• 39' 679 650__ A H TA22 J_ 2 to-IOd EA 10 - led EA. _ T-2 2754 1 468 386 A H TA22 I — I � l I i i I I Engineer's Specifications for Wood and Masonry Construction Including Roof Sheathing: NOTES: A4 fostonkgs must ben Ttrlet complonce yam S B C C.1. Code 1705 onrl O meet Flcal reat*em+nh. At Wootl Cnnstnafbn moan conform tome prcwtubea Of Chapter I7 o the a.B.0 C 1 Slam onj auMing Coale ond, or meet kiss local neQukemenn of ply ntho apPAcabN Cade' a eM+amen.]mMN oopPleeY by the community In wNch thn 4p41CXg fnucMe Is bekq Corrthuated. AN Mrnon Construction must conform q Me provelor4 of Chortler 14 In the S 8.CC I Stonrlord Folding Code and or moo, the loccl faqukemenh Of ony other 01,04cable c0doe or code anMr W"*nh adopted by the Communey In w Ich this soecHIC rlruchue is belrq aorderUCted. 'Such ON me SOuth Fkwldo BURdIng Cade or othon. [-A mer171repr, Mr, Mrpe iF�,,.,�^L^d1_T.�.Y"^'M-w�iTr rebMwrllr�+IgA Mafnnry and WoW Construction "aaaar, lWane, uteh $Ingle storyor two'%111locithlry shxv 2nd Boor wor ostory8fst WON ' \$Ingle story on two Ito i(sd noor woS ro 3t,a its,Ioce wall COnstn/cnory two story shuchXeto Wool Consl. Root sheathing be: s)Ieath 9 sd s Thick_ a74• Th fit Was r tcxckq pen bq WON M forckq po spat Marl.—� OSB Mat, __.}, _____ —,,� — L_ ace she __..-. — null srzee I OdORBdRS nos sk Imil sa _ _—_ Bon req'd aan mcrd —I- naAing_� 4'O.c. d lot k>ad rI lob kgtl Dowel site ppWol eEn Piy-clip nalOng• noting, C. Moo. Ctn. Mov. Ctn. _. Part s Sheanuas food sheorvo4 loud WON thgk Wall thick ory Foolings naEing' not 'U.C. Bond bo Sanwa boony size Stud$ Stuck x bNan beam Or sn. r Cen C stool r d steel r d Iele SpK B G SfYeo A G Gr -r__ 2 Stoury FOoBngs M� shoo) loth. MI susear pth. size 2t7 x 1B' SlrypkAe anchor SR pWle aneistx an. req'd i (3) 97's P d B P K �� so Masonry Gable/ ConCrot0 250OPS1 cl, a+. WaA rehNaekq hq�Roke peayMe}nr9mM,h Anchors nop'd. occn RertoM. 'Nrneng center dehxoo sP+alBed Ba ur. e omen a WOE 000rwq above Is for perks w edge of OW&*q. Bon read -- Ban soma _ cei, - �- u,ewsh,916 wwnhen ting into" noof u`eathkrg Is 12'O. C. hen DoPm Thi, 3m,ar,nl t:nainm of Re<mreeni( IhNIM.+dimnN.,ufr"lyd emi n.+rxJ4ws WiM l.ud Gknhrim„eml declem lMr,hr «,nor Mud .aloe,. mmectn rpe<ifrcetkm, emu malmJ rprtlflcerlune,Mrn hemm hew ism, NtTndY MertnireJ try 1M pmnrl,.0 ^f ASE'E Slenderd ,-9 �, 4a+,on R. Im list, ,y,ennr ,minum. An impact ten,terRe more ne. tux lwen,pe<i1lN by dtle rnFinmfa rhr esmin+indo. emu dadr o,wminp ur thi„mwlart. Slmnl pe,ehK nttm,nemled. Note: 1Ti, En Jlmer n(Re<mJ hu AekFekd ^'het rneillem m 4eurn eel remfY lie mvcmnl rnditnhl, of mr pnsnFneend eel memlfeaurtd ,Irucnuei hnWiy cm.gnrlrmn m ma(/ /Mtn uvu ,yseme ircludinA rt9ulreu nmrcehre Ifmnry n ne1J innnikdl +hick loth imnminit u,a'ia,M pen, of the rnaSwmenu m nuu ,yeem,. ENGINEER'S SPECIAL INSTRUCTIONS & REMARKS: M,nn� nl IIwm1 tl M •IR+„I rrl N T Fin r,wN,.nt /� Ie„r..e.,�.,».,,n",�.»R.M..,r.n<...rrwn•M CULATIONSFOR ICE -BLOCK SSTEWE ATTDALSEACHEC —---_--_ .e+r.•...nls +1M+euen wl.ae..nrn �.nw.er. "` htlk..l /f Shun nat Controc." Address P.O. BOX 6006 Cltvts"er7IP STUART, FL 34997 Phone, Enpinew Job Adaraes C8y _._-. Or Relcore 8u4dkq Dept. Lego DoscnPtbn� SEAL , / p 0alc /�y. g Ll —. Readenca roc Encilneer 3 Name W iliam J. Mothers State Registration Number 19658 ks ale Slots or - FL ENGINEERS - Address I I I I South Federal Hwy.. Suite 226 _ SIGNATIM: City Smart State FL Zip 34WA ____ Phone (Aredactx7o) 407 Ntxnbor 287{M25 Hurricane Engineering Corporation, 111 t South Federal Hwy., Suite 126, Stuart. Fl, 34994 Phone: 4r17 / 221-B639 - eraow9hlIWl lhnn:o,e f,gnew.q ;"narpnp, .e np`h'„e+ne] O N kn N C\2 � w o cn N � E >3^ o co 0 V) x v w c� o z W rJ a rZ � M � W W Q a G, z w F z zw Fr Tn z .. Z O U D rr C/�A) C Z O our �5 fly DRAWN O.B. CHECKED W.S.M. DATE SCALE JOB NO. SHEET 1 k. OF SHEETS /J7?z —G/