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HomeMy WebLinkAboutPLANSw ,a ■9 R• 447. 241 Q • /8°33'/5' w L ILL! Q Q n Tj. 160 13' 0 4" W 5. lb° I0j' 0 4" 1R1 . pTio 1�05 t 0 I2 R 149 wet.-L 4DT 99' o- ; cT IeON ROb w,n 'e Ltl 4�jz ll'Y"P, 9/7. a7 ' h i ry0. ,u ro o un ryh. rye. j�IZO POSIT A L'JIJE STo R.Y 12Es1ot:NCE �A •9¢e5S wt,5ue2"PCP a4363 �v m I � n N J o� r �ouTNerzu r E« rpox� bJ Uourzx.e vJA-r�e scrn/,LE ! h hk n O ,� ENCQOAGNINIa �O ay .,:: a b� � � r O W OQ AIb.IF IEID I�2 EA �� �� I W r J U00BT2U(:Tr• :w AaeA j'i(_jJ' ; .' � r _ U � `i &„cn,Nc, Ser g.ncx � a Nlv n`• rye. q: N /9Y.7: a' J 4,4 LUNL2 - HO F,un Lill' '; Cd itt' D�4. I 415, "KPR4IER`A550.�-L34632 YR.H" ��PI ryan l - LAND DI_SCRIPTION BEING ALL OF LOT 25, ACCOR:DINI:i TO 'THE PLOT OF- RESERVE PLANTATION PHASE II, AS RF.=C:ORDED IN PLAT BOOK 26' PAGE 13-138, PUBLIC: RECORDS OF ST'., LU IE COUNTY, FLORIDA. SURVEY NOTES i. REPRO DUCT I ONS OF- THIS SF:ET(;H ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR' S SEAL_. . LANDS SHOWN HEREON WERE NOT' ABSTRACTED F'DP RIGHT -OF --WAYS, EASEMENTS OF- RECORD OR OWNERSHIP. 3. BEARINGS SHOWN HEREON ARE RELATIVE 10 THE PLAT 1.)ATIIM AND ARE REF-ERENCED TO THE CENTERLINE OF F'L...ANTAT'ION LAKES DRIVE. 4. THE LAND DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE C:I_IE-NT. 5. THE NA'TIONAL.. FLOOD INSURANCE PROGRAM DESIGNATION AS INDICATED ON PANEL_ NO. 120285 02750 DATED AUGUST 1.71 1'a81, LOCATES SUB,.JE(--:T PROPERTY IN ZONE B. E5. BUILDING SET--BAC:K: LINES SHOWN ARE REFERENCED TO APPENDIX A & 8 AC:CORDING TO THE F'AR'TIC:IPATING BUILDER DESIGN GUIDEL..INF_S AMENDED BY THE RESERVE "NEW CONS'TRUC:TION COMMITTEE" (N.C:,C:, i DATED OCT'OBER: 03, 1989. 7. AI_I- ROAD RIIiHT-OF-WAYS ARE SUB.JEt_T TO EASF-_ME.NTS FOR UTILITY, DRAINAGE AND MAINTENANCE_ PURPOSES. 8. THERE ORE NO 1=Nl.p!I;IACHMENTS OTHER THAN THOSE SHOWN. 9, THERE A2E Nv ExLSTIKJr- WELLS GF 0a&1JF)eL.Ia WITHlIW '75'i2&Djue> OF 796 PMOPOSLM IQGT&4L-4�T IO" 'SIDE, r. C2F fC I�F'-Iv�� /IliI*AT,ON St. Lucie County Health Unit Environmental Health Site Plan Approved For Construction Z Supercede } Pre ious Site Plans F r OSDS# (P Reviewer SURVEYOR'S CERTIF'ICATION: I HEREBY CERTIFY THAT THE ATTACHED MAP OF SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRE(;r TO THE: BEST OF MY 1<::NOWLEDGE AND BELIEF AS SURVEYED IN 'THE FIELD UNDER MY DIRECTION ON MAY 20, 1992. I F-URTHER CERTIFY THAT T1I19 SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SETFORTH IN RULE 21HH-G ADOPTED BY THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO FLORIDA STATLITE 472.oJ 7 AND SUBJECT TO•THE QUALIFICATIONS NOTED HEREON. KikA PRECISION SURVE Jmr INC. REGINA C. VK.ARNEP PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 4363 BY St. Luolacoml 1 G Q � aQ J Q �b 0. W V' W Q l/ Otp J CL F N O � W J 1_�'` � •� ' c u f — NJ W x H I A e` 1, • 1 L .J 4 y •..r" '.a" .. �. 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'� 'r 'Ins iri i�ra�lil:rr �i MEN skills Y� rsi r�r s rurrmeans"� ;•i� .1 ':) �i�,w� if �;Now/�%y..R�a=�Z� :Z�►`=t• -"t r i� .- i �, 'K- r..,rrr.►rnl�ir►u.rrayara�.liswr�.:rJrvi+f.�.e+ue..e.:+s.+..!-.•s.w _.-+. _ . _._... _ �'L► �' ' �,-�� M.n+cv!•.I.c .ARR1tlM•.'.w -c. Mi'+f...:w.-.r.rr.•-.._ .�.-.-rr..e.-. -. ., ......0 ._.-_._ - ��i.M - r w e , PRE ENGINEERD TRUSS CEMENT BARREL TILE-902. 24"0.C. BY F14.LIC. CO. ROLLED FCOF OVER 518 K30-INSUV-\TION EXTERIOR SHEATI� W TEM CUPS.....` I AI�x�N FLINNSHI NG — _ _ RIND CONrT .GU ' * ' 1HLJ'RR CAN ELANCHO . 0. I PS 24 SiUCCD � _SX `CONC.BEAM If t2 " WITH 2-N0�5 CONT. TOP AND BOTTOM VEINTED,ALt SOFFIT Sill 0 112 DRYWALL.. GIER 1 X2 R T• FURRING 24'0.C- . ' '' WITH TUFF-R IN9JL, TB (TURED rAARBEL- CRE TE STUCCO - -- - CONL ROD 81�8'5 16' CONC BLK. P'L(71Cr BASE FINE GL?/1DE 6-MILL VISOUEEN 1(--II= III I - 3000 PSI ABER I Tfjl -pk _ ll = ( TERI\'ITE TREPTED SOIL CONCRETE y�r 3-NO ¢ FUDS CONT. BG TYPICAL WALL SECTION: SCALE 3/4= 1 FT. 621 15,10" 37` ,, 540% 2,0„ 10'0., 2,0„ 10,0` ,0, 2 to„ 7"0,, 5068 TiDoa \� Fi ix� XI 12 'Ica � • o //// C)53 106 SGD 1068 %0 �068 ry qCc loss©00 O FRI iCO `MN 0 0 1 5068 6068 .. m o � SGD BREAKFAST FAMILY RM.*, 9 X 6'8 P. C SGD C n C)e (RIQN.36� © n FIII7--- Ita,,1,Ti tj 00 Col i PA THUR —� MICRO BiSHEtE J ' rn ' Z,O, i _ -.� _.-- OVEN i CEfLUJG ' 3V I iQa J 5,10" t G�[SS BCK . F".I PPE3068 i 121,68 SGD WITH WITH TRANSOM AB I NHTS i 0 L BEDROOM 11 L e, � 53H 78 '. W , CH �n PY, I�AR COI w ASs 3_ KIT / J AT MP�J J , 1 '0' 2'0 p G B[K. 1 '�'0 068 Ri1068 G 259 1 1 4 _ _ _ --LIVING & DIMING — — —i VAI U -�-NE — — _ I,ov � o EGRESS —--------------1-0 - -- S,�\ -REF - P o 1 U 2863 _ �r l 0CD = 25 --------I 1 I - � LOS 11 2 BATHRO M '5'6 OOD FIX GI_ W ARC7W I 5,6., 1 8' 0 0 I BEDROOM I 3o6a �\ARqH 11 IiiilI ilov It D J fl ill V2468 25 SH ;,, P� RETURN - F'L'` G 1 Arnc ''DEN M% BLK. 3068 Fri. E G� SS AIR-8�H �/ _ _ � IIII!II -' ': +: '•' IIIIIIII � 1 � F(C[� I I 2'0 O 2868^- - - --, 1868 D68 '- 1 II, CLOSET i 22" OCTAGON 1Ln " 9'0\, L , 'Q" - - - - - - -� in 1 W 'o ©° BE RING HrREP_ = o 0 H CLOSET ' D . i ---LAUNDRY GVS BIK. I SINK (4( 1060 SH COL, 2868 CAD: - GENERAL WINDOW DETAIL' _ -- '�- . - s �O �n. } H o YTbr-2'E"O 5'� '10 11101' OW �A � > W 8 .' 1 1 t 0' 12 0, A - UTILITY RM. OCTAGON. WILD 22 ti^> C -GARAGE -OCTAGON WINDOW B - II GLASS BLOCK E-SIDE o � - � q— — 30�-0� TU 32'8" B- I t GLASS BLOCK S-SIDE ,i 9 D - BEDROOM-2 -BAY NDOWSS,WITTHNNSTATIONAAURY p' ��t� D - BEDROOM 1 - ANpT�O 2 2KII 'ONIREEN ArJ .ucie County Health Unit ronmental Health Plan Approved For Construction arcedes All Previous Site Plans or 2 11 IS# CB i l WINDOW . , 2868 P16T10 — 80 ewer E — BATH 1� 2 _ WLAN OW ND_ OCTAGON o sc o LIVING — 2568 M FI— KITHCHEN—STATIONARYOBARCHED,WINDOWS • Q�Q FAMILY RM = FIXED GLASS 36 H. GARAGE 708 G --- BREAK'-'ST — CENTgR @ATIONNAF\��( BAY WINND ENTRY — 54 H X D GIA SF ' -IN VvIN 1 TOTALS — 365T MUTTIN S . H — BEDROOM-1 — OCTAGON WIHDCV/ - 3'0" 8 "-T,OM F1:90K(OPEFrABLE) �� p —ENTRY GLASS $f9CK SIDE I tTEc � wpF / off. p P' - �� / I —�u1- -1 —CLOSET — OCTAGON WINDOW FLOOR PLAN K -- DEN — BAY WINDOW WITH 3 J060 SH COL• �,� ST.UCIE COUNTY \\� �o BUILDING DIVISION 1 0 1, ® f o , 1 4 REVIEWED L — LIVING RM — TPANSDM PINI- {� AVER SGD AS SHOWN SCALE 11-- 1 FT. FOR COMPUANCE TO PORCH BELOW 2 A b WALL r REVIEWED BY DATE PLANS AND PERMI MUST B 7- OR r _ NOINSPE TIKE9�t%e'IILLJSESMA z , } p S„ a j 0 s 0 R.EAR,ELEVATION n n FRONT ELEVATION 0 a 0 1 1 1 0 LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 0 8` _ L a 2 ec� r 41.1 : tJ I vJw r cJc r_� `eo s.tr x+rR.) GrbG _ 7 & cc►CxA �.� rou4r ��pUnP wac. V5J(uaE DPTL) 0 'Y r PY ' ��dtr. W/ CLtor rv.+2F Aii.l- i r O&*149c iorl GI G44A cfe- CUTL-r_-f'} * 7 Glfi i0StAu-EG7 S ELECTRICAL RISER N T•S. . ELECTRICAL' LOADS GEHE/AL LUAU WATTS CI1CoIT P it LA it WIRES �91L WATTS Cenral Lightln`` 6 Stl. Ft. ��2 Convenlapc* Ouclats 29 1 2 Per Sq. Ft 15 A P 2-114 APPll6nce Circuits MP. _ 1500 Per Appl. 20 AMP 2-112 Appliance 06iri16rstorr 1500 Per Unit 20.A•P 2-012 Rend&/Ovan Comb. 12000 ter Unit 50 Arp 3-16 '. C�0 Oven A500 Pot Unit 30 AMP 3-010 42C Rana* Top 6000 For Unit 30 Arp 3-010 61(yo Dryer 5009 Far Unit 30 AMP 3-010 SV CtJ WasAtr (Laundry Clrp.), 1500 par Unit 20 Amp 2-112 INV Electric Wstdr He6tbr'' 4$00 rbr Unit 10 )was 3-110 — rzy Tra1h Compactor 1180.For Unit 20 POP. 2-112 Disposal 540 Far Unit 20 A4 2-0t2 fLvcp Spa LIDO Par Unit 20.ArP Pool Light 1500 For Unit 20 AAP 2-112 P�r rool Pump (211 P`) 2880 Per Unit 20 MP 3-112 ,O-D Mi�lJ• Dishwasher 1200 Par Unit 20 Amp 2-112 Sprinkler rud9 2890 Per Unit 20 AMP 3-a12 d ...-r.sl Vscwur 1380 Far Unit 20 AMP 2-012 Garvge Door Opener 900 par Unit 15 ArP 2-'14 IQ W Mlsc 1lotore 100 Per Unit 15 Amp 2-114 1 o0 sub Total 45.512 NOTE A11 12 GA. First IOeW e 1001 p, M . 161e0c♦ a 401 11,600 Air Conditioner Sao S/or Hest Strip 4 1001 10000 P6r Unit Dis,onnsct Riker '10 0 00 DtOtran Hot*. Romer Is Accept&b16 WATTS Losd (Amps) n 7 TOTAL 38,3' O W +240 v Design �� •�• ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRIC CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM AND LOAD TABLE, AND NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCY OR ERRORS PRIOR TO INSTALLATION. 3. VERIFY INTENDED LOADS AS SHOWN. 4. ALL EQUIPMENT,I)ISTALLED OUTSIDE OR TO WEATHER SHALL BE NFAA, TYPE R-3. 5. PROVIDE GROUND FAULT INTERRUPT (GFI) FOR ALL BATHS, WATEPPROOF ACCESSIBLE GARAGE RECEPTACLES. 6. BRANCH. CIRCUITS IN THIN WALL CONDUIT OR APPROVED ROMEX. 7. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND 14EARFST COPPER WATERLINE (COLD). 8. LIGHTNING FIXTURES SHALL BE SELECTED BY OWNER. 9. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE DONE BY OTHERS. 10. SWITCHES SHALL BE OF STANDARD GRADE OF THE SILENT TYPE,@ 48•'AFF. 11. RECEPTACLES SHALL BE 20A. 120V OF THE GROUND TYPE @ 16" AFF (UNLESS OTHER- WISE SPECIFIED), t(2 UNLESS OTHERWISE SPECIFIED. ' 12_ THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS, A MAX. VOLTAGE DROP OF 38 IS PERMITTED. 13. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING, COORDINATE WITH THE TELEPHONE CO. UNLESS OTHERWISE SPECIFIED.. 14. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAY CERTAIN THAT ALL AIR-COND. POWER AND CONTROL WORK AND CONDUIT ARE IN THE BID. 15. THE ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICES REQUIREMENTS WITH POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NkESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 16. ALL CONDUCTORS ARE TO BE COPPER. 17. NO CONCURRENT LOADS, USE LARGEST FOR SERVICE DEMANDS CALCULATIONS. 18. ELECTRICAL CONTRACTOR TO VERIFY ELECTRIC METER AND PANEL LOCATION ON JOB. 19. SMOKE DETECTORS (S.D.) TO BE ELECTRIC (120V), WITH BATTERY BACK-UP. ANVA [CAL PLAN SCALE 1151 FT. r p w N m In S • O Q CL Uj •• J o a. LL_ = LLi S Lr C) LU = CL V� Cr. on_ / t11 V� sCl- � CANTILEVER DETAIL oe, mm, �Ipvr afo4p!o 12x 1(p)(5 mid �xqll ot I,Kl V6 bearing wall f) 2 A.0 PLUMBING RISER N.T.S. 3,V i 30 -,F a 1 2 8 5'0" 2'L 2'4",- 4'0 L, JJ In 0 2'0" 10,0"— 2'0 80 rr I L N CW Elul ,Co 0.o I 'RECESS C) uj 211 210 " 20' CO N CRETE SLAB 4 IN 3000 PSI f o I FIBERMIX CONCRETE OVER 6-MILL VISOIJEEN VAPOR BARRIER 2/0 OVER POISONED COMPACTED FILL ELECT. FLF. Oa2g-:i- showor (detail o DEEP R 57, , �s 2" 0 ]2f'IN DP X 18"WIDTH W TH MONOLITHIC F.OTL-K S HIR --,�-NO - RODS ----------- RE F6 00 4-D 21 CZ) tv tw RffESS OWER 7;�/ (!�E E CANTILEVER DETAIL) 9,0,1 R� 3", 50 —1-2 1 5/ 328" Ij a. uj Ln uj< 2 V) zn Lu Ouj Q Lp �Qf>L Z �Z �uj Ln Lu if UJ :E CY (/) -0-i (D a— (D 11% ok 4k p FABRICATION AGREEMENT TRU&3JES CANNOT HE STARTED UNTIL 'TIiIS AGREEMENT IS SIGNED AND RETURNED The legal deacripiton of the properly where the trusses will be Installed !n: The undersigned acknowledges and sprees: I.Trusses wtV be made In strict accordance with this layout, whist, Is the sole aulhortly for determining suceeeeful fabrication of the lrunero. g.All dimension In title layout have been "Filled by the undersigned. 0.lhdeee written nollee Is provided by certified .,,It to Chnmban Truce within leg (10) dnye of delivery the undersigned agree, that no Lnekahnrgea will be allowed. In the event ouch nrItA.n notice la htndahed Chambers Tlvan shnu have dune Ili) business dnye In which to make repair, requlred, or tp subatilule other trusses, at their optiont� 4,The undersigned acknowledges receipt ofi1110�-91' by Truro !late Institute O.Dellvmry 11 to Job site. It N the buyer•, reapnn,IbVity to umkn the )ob bitss,llablr for delivery. Chamber. Truss ban the sale nulhorhy !a ds+.ermhe the sullabllity, of the job site or a portion of the inb silo tar delivery. CLamben :Trues will he re.,pamlble far damp delivery on The buyer 1, r.smonslblo for eddl(ionni delivery expenses If fhemL.ra 1 uaa base in red iwbr baeau,e Job ells la at prepared far dellmry or Luyer Is act prepared one delivery of Attica'.. O.prk= ae ,haan In ppare9rnph T below In aubJecl la steeps If any ehnngan are made fa, thin layout. 9.Thls Is p Ihr.VASE ORDER to Chamber, Trans of the sure ! Which Inclbds ,ales lax. Invoke will he made no dell•mry and pold within is. of , insole, may be made at schedsl.d oat: c! dcdvery If buyer cannot accept delivery of febrlcolod trutue,. Tip undersigned agree, to pay Chambers Truce reasonable att,moy's fee for emlc. flan, In av¢d of payment at llmal)) made, 1-1/g R per ould service charge will be added for all cume nit paid mwithin terms. O.Signature or Intltels anywhere on this ,beet constitutes agreement to all terms h•r •In. 9.In the event of any litigation concerning this agreement. the Items furnished hereunder or payment, referred la herein, the parties agree that the sole venue for any such acllon will be Salet Lucie County, Florida. DATRD. SIOREO FOR _TITLE Vie A M"I"C=% Plaid bracing Is not the reemmsbAlly of Chambers Truss. field B,mcwqp 1, the sole reapenelbnity of the peraan erecting the {,loses. Persons .,acting truces are sauteed to seek professtonal advice regarding the erection bracing Which c sissy, rege,ed to toppling and d.nan.ing of trusses dvring ereeibb Pn-snns ereetoig t.-us sew should rein, t. '14111-91' by the truss Pinto Institute. Trusses must be traced as Ahoy are set with both lateral and diagonal bracing per 'H1B-91'. 0. not leave trusses unbror:ed for, any length of time. All permanent bracing which Is called for by 'II13-91' and lodivldual true$'. engineering must also be done by truss areetnp, Vnad trusses are designed and manufactured as components of a permanent structure and must behurdled with DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH. TRUSSES _ 10 SET TRUSSES A SPREADEr BAR MAY BE REQUIRED AS PER '1­1I8-91` TO PREVENT INJURY :g DAMAGE. TEMPORARY BRACING I$ RE17MMEa k CAN SAVE !_,IFE AND PROPERTY__._ PERMANENT B?1A.CING IS REQUIRED AND IS PART OF THE TRUSS DESIGN. TEMPORARY AND PERMANET BRACING IS THE RESPO!SSIBLITY OF THE BUILU'ER. WHEN TRUSSES ARE DELIVERED A PACKET CONTAINING THE LAYOUT AND TRUSS DESIGNS WILL BE INCLUDED, STUDY THE COHTuNTS BEFORE SETTING TRUSSES MUST BE SET AND BRACED PER _DESIGN TO PREVENT INJURY It DAMAGE. TRUSSES MUST BE PLUMB AND SQUARE. CHAMBERS TRUSS INC 3105 ❑leanader Avenue Fort Fierce, Florida 34982 1­800- 551-5932 For-( Pierce (407) 465•-2012 Vero Beach (407) 569-2012