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HomeMy WebLinkAboutBuilding planssasz Lot 1 \ \ _ i / \ LEGAL DESCRIPTION nR ts4s4z Lot 7, SOUTHERN STAR STABLES SUBDIVISION, according to M1^xN Edge of Pavement Edge of Pavement ,P Edge o/ Pavement Edge of Pavement .rPlot thereof, as recorded in Plot Book 53, Pages 24 x, �- k .m , st Y FCM i.B4942 AaC FPK LB4942 :i Q 25, Public Records the Southern 7" Drive " Of St. LUCie County, Florida. a. *2P Edge of Pavement .. - xm.7e w Edga of Pavement .. x,a4g Edge of Pavement - xar.,z le of ovemanf ^� Mir x,See r"- z,9.la M1 rx y xaa,W xzue xraae To Bankx1p91 To Bonk S89'50, 59» W 690. 10' �a0° To Ban xl0.Ba r FZW L849 raaa x x zs2a �en FIR x,ser - Q-4• Wsnce to' tltid Easement — 'ter--'- ty aeament Wood Rail Fence I ' x1 tB +' zasa \ SURVEYOR'S REPORT 4' wood ar Fence $ 10' Utrlf t 2� J- 10' UBliii�Eoae ent <' Nbod a7f Fence I E ♦ / o i Length=24.20' 1 This Survey shall not be valid unless sealed with an embossed w I Radius=25.00' Surveyors Seal a=55.2T29" �;�; / 2 No underground improvements have been located as part of y I Longth=69.69 e�tiaee xr law is Survey. this ` I• 50 •Front Setback Line I - Radius=72.00' \ ,� /Rsa FiBC LB4942 / 3 The last field date of this Survey was: 5-31 —17, Form Board 5=5o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— — -- — — — — — 5.27 29 �* / 4 �6-17 OPP II I db s s Survey was prepared using the Plat of Record only. No other documents were provided and no search of the public records was5 The Surveshown hereohlC n meets y the requirement for field W + I accuracy in a suburban area as set forth by the Minimum i I x,a n x a,.m Tech nical Standards (5J-17.050-052FAC). Tap Bo`6 Left Blank. 7 Unless other wise noted all bearing and distances are in , I I I accordance with the record plat and have been verified by field I Co . FL � measurements. See mop for bearing base. $ 8 Parcel/Lot line locations have been based on found survey control along the center line of Southern Star Drive' # are �� xzo.aa �ti '� ' z,.n x2a97 9 None 10 The Legal Description shown hereon was provided by the client and/or his/her representatives. t a I o 11 No ownership of fence lines has been determined as part of thi12SuOffset calls to found survey control are relative to the `r I nearest property corner, intersection of lines, point of curvatures �I (PC), point of reverse curvatures (PRC or other identifiable point. ) m I I I r ; 13 Compliance with local zoning requirements and or with g $ requirements set forth b other State, / j y Public, and or Private 3 i entities has not been verified as part of this Survey. r . 14 Elevations shown are in accordance with the North American Vertical Datum of 1988 p PP I i aretrt i �, pA --- ^` /� 4 \� i // _ fsz.z'-------- Lot h ----- �—=-------- —1- T IMMMIS INNER NEENE MENEM MMO MENNE s owwon 0000� 100015 1110001 e / ��\ I \\� ea 'lobmoo _ J Z u I *?,' me ,4. A I , x1/.08 `�. t,•� 1 Q� I °a ,h ,i \ �.. M� x '}aI•w 'i ;� `\ i i ; xmoa 7/ -21M 7 ��I 1V/ % \a t g r�>� $ z4 I.��.,......;�,-..,..�...__:....:�«..=,.«mow.- ._- • � "-:~ :� t t- � �ti -_ . I I � 8orin A E w�\ \\ lrrr/o x21.02/1 o o I \;� ` ---_ \\` / /Syoo o g/eva, (q eJ! / of '9A. x 21.06 +,... / I Y � g ,� / Bonn 1iI I & ,v Q Y mod. . � +2 %03 •-� I ,.;;v., i F. ' I I I 7?2j/ f "... \ ?j 8`f... nj�` .. , I_ I � I $ I a 8 ' � rye. �• rod i � /Q ��° ^}�" 'y 7�19 0 10@ ' I e e OQ. I O� t� ' p I0%K x,omaal I .to — , °p rap sank j I r a s ' �. 4j' _ ,\01 Q6i3'• .`b '930`�` ,Top Bank T Bank . / �;Sq `•. xraaax—x,ago.r:+o'_' .Ley_ F —Top BankQ1 ^' ' \ ?�B3• � 4' Wood h aasz P�aaao O xre�e >.e,l 4' Wood Ray, I x' 4• Woad (1 :. x,aaa .Woad Rai! xzo.oz I CQ e Mchor Top Bank -- Top Bank I T Bank .rase I� : v�7\ p/�• !- g / +20. g xzr.�a --»ffin . °p - .I . Top Hank. —. a �/ 'Qn �i / �` ` ` 6P �,ass � n`90Q S9Gp `o xzz7exzt.m an lQ 7Q.. / jD9j' RS'' /v . f P•�N,coi / ` �oi �° y / / i \06 xsa 80' Drainage Easement 1 ', 80' lhainaga Elpaement-- 1 `. 1 • w azas I i .rs7 i ry G�8 �c �`. w Boring' .ze I Met/ t PDOH in St. Lucre County FCM a4s4z S89'48'11»W770.00' I \� O#�P \o' �; •�� ax nR r84942 ' `�pC}E Cis, / h Qo• Environmental Health �fte Plan Approved for Construction LEGEND \ ` /r?33 Supersedes All Previous Site Plans for i .✓ , t)STDS #6b-sF ISromz & WeN # 5 CIE -(braced Entry ���` / / Dabs:. 12 6 5 CAC - Concrete Pad with Ar Conditioning C8 - Catch 8asm - ` / CBS - Concrete Black Structure •\i / i"tevi@W@f-4 \' CUP - Comgoted Metal Pipe I "•� CPE - Concrete Pad with Pea Equipment , Cry - Cable ry Box FEMA flood Zone data shown here on is based on tile visual inspection of the digital Flood tv - Water cote valve p 9 y91 i �. nm - Foe hydrant Hazarous Maps provided by the Federal Emergency Management Agency (FEMA) and is limited 0/1 - Overhead L%Xy line to the_i accdrocy of such maps. . PP - Power PWe SSW -Sanitary Sewer Monhok Flood one: - X Community120285 Panel 150 of Printed)Suffix: J, Date: 2.16.2012 ice - Taey,hwre Communfcafione Box #` i/: , tFe - uFkut Box ' rh A \\``:: / yea/ DETAIL ' wM - Wote Meter h RP - Found *Ira Pipe a Monument \ ` RP -Found }" Iron Pipe r \�\\ (a/ 1 u-2�.> FIR- - Found }} ran Pipe with Cap FIR -Found )5 Iron Rod F: I \\\` QII j \(ic nRC - Found,d5 6an Copt Rod with g/ v7 i I x F7PC - Found 112 bon iPipe � /357" \\,\ I\� FN - Found Mai Nag PREPAREDO Construction o I `��� / I Pp F�Nrr F fourld Nag Nei with Tm ran`'f i1 \ \ Proposed Well FAV - Found Nat with DiskI . ye ARK - Found PK Nod14, t \ I le CD C ERRS Mk - Found Rat Rood with Group r \�\ /ro - in Pavement cut out Charlotte Almore X0.00 - Existing Elevation \ IIn4 ,b 1^"wt n"" D. - Elevation Prepared By: Regina C. Kamer, PSMf43Prepared For: 63 KARNER SURVEYING, INC. Boundary Survey BM Kamer Surveying, Inc. LB#7357 Residential & Commercial Surveying Service* - Bench Mark LOTTE ALMORE , . � , arrest �. Storm water Run Off direction CHAP 2740 SW Martin Downs Blvd.%f333, Palm City, F1.-Nf 990 �/ n,.„,ry nwdmao 1 of 1 Phone: 772 288 7206 Fax: 772 223 nQ ' u Florid WWW.K RNERSURV YIN INC.COM" kame came kt net om % raao Fxn nt` "°; St. Lucie Count t.net w ssve,mra s.w r7asao m a 0 u a a I LEGAL DESCRIPTION i Lot 7, SOUTHERN STAR STABLES SUBDIVISION, according to the Plat thereof, as recorded in Plot Book 53, Pages 24 and 256 Public Records of St. Lucie ` County, Florida. SURVEYOR'S REPORT 1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal 2 No underground improvements have been located as part of this Survey. 3 The last field date of this Survey was: 5-31-17, Form Board 5-26-17 4 This Survey was prepared using the Plat of Record only. No other documents were provided and no search of the public records was performed by this office. 5 The Survey shown hereon meets the requirement for field accuracy in a suburban area as set forth by the Minimum Technical Standards (5J-17.050-052FAC). 6 Left Blank, 7 Unless other wise noted all bearing and distances are in accordance With the record plat and have been verified by field measurements. See map for bearing base. l 8 Parcel/Lot line locations have been based on found survey control along the center line of Southern Star Drive 9 None 10 The Legg* Description shown hereon was provided by the client and/gf his/her representatives. 11 No 'ownefthip of fence lines has been determined as part of this Survey. 12 Off set @tills to found survey control are relative to the l nearest proBbrty corner, intersection of lines, point of curvatures (PC), point gf reverse curvatures (PRC) or other identifiable point. 13 Complionge with local zoning requirements and or with requirements set forth by other State, Public, and/or Private entities has hot been verified as part of this Survey. 14 Elevation§ shown are in accordance with the North American Vertical Datyhr) of 1988 '1. LEGEND crate Pad wYh AP CarMitionrrg ' _- CB - catch Baain CBS -Concrete Book ShuWre CpE - Corrugated Mota1 Pope .. `... _ GPE - Concrete Pod with PoW ECTvquipmentCMP BOX GV _ Wa�ter�Ne FEMA Flood Zone data shown hire an is based on tt e visual inspection of the digital Flood h - Fee naad l>t� Una Hazardous Maps provided by the Federal Emergency Management Agency (FEMA) and is limited PP - Powe Polo to the accuracy of such maps. " T referee c�ammu wer t?ova so Flood Zone: X Community 120285 Pane!: 150 (of Printed) Suffix: J, Date 2.16.2072 UB - Utlkty Sox - WM - Woter Mater nxs - Found 4"WDanarete Monument RP - Found i:" ken pipe RPC - FoundX hon e NM Cop Pipe RR - Found Rod nRC - Found 15 Iron Rod with C pp MSC - Set 15 6on Rod wM Capo78f7.A57" nPC - FounP 1j2" bon Ptpe with Cap its - Fouts FW - FoundMoo ; NaANaR with W FN- Found Rar PREPARED FOR::. FAR - Found AW Win Ik Tab FPK - Found PK *# Group One ..Construction ' s�ke ERRS - Found RoA Read /Co - in Paronrent Cut out Charlotte Almore X0.00 —Existing Elevation EL — Elevation Prepared By: Regina C. Kamer, PSMJ4363 Prepared For: BM - Bench Mark Sto u, Kamer Surveying, Inc. LBJ7357 { rate m r Run Off direction CHARLOTTE ALMORE y 'f 719 �J. h1 ryry. e �ry O o ,/ 2g. MAY 0 4 2018 ST. Lucie County, Permitting O� KARNER SURVEYING, INC. Residential & Commercial Surveying Services,, r - 2740 SW Martin Downs Blvd.,4333, Palm City, F1.34g90 Phone (772)288 7206 Fox:(772)223 8181 Al DETAIL 1 "-20' �f 17vVro 17,18 Boundary Survey. 3.9.18 4,18.1 6.�r�vs�tt�l3_ �J fba9wNa 1 aF 1 .rob vie. carxr f a a 0 a w LEGEND CIE - Covered Entry CAC - Concrete. Pod with fir Conditioning CB - Catch Basin i CBS - Concrete Block Structure C14P - Corrugated Aerial Pipe CPE - ConcreteleTV Pad with Pad Equipment C1Y - Cable Box FEM Flood Zone data shown here on is based on thevisual inspection of ..the digital Flood H -Water Gate Vnive at YtYD - Rre HydmnP Hat rdOUS Maps provided by the, Federal Emergency Management Agency (FEMA) and is limited 071. - ommead udhily Line PP - Power Pate to a accuracy of .such maps. - SSMH - Sanitary Sewer Manhole Floop Zone: X Community : 120285 Panel /: 150 ( of Printed) Suffix: J, Date: 2.16.2012. TCB - Telephone Communications Box ve - tRtility Bar WAr -Water Meter FCM - Found 4 z4 Concrete Monument FP - Found J, Iron Pipe FIPC - Fountl Iron Pipe with Cap Fit?- Found 5 Iron Rod ARC - Found 15. iron Rod with Cap SIRC - Set Non Rod Cap /5 with B/7357' nPC - Found 112'. Iron Pipe with Cap - FM - Found Ma NM1 FMB- Found APB Naa with Disk FN -Found Nail PREPARED FOR: FNTt -Found Nail with rxt Tab . FPK - Found Nail Group One Construction FPKD - Found PK Nail with Disk FRRS - Found Rail Road Spike Charlotte A'1(T70rP.'.� .. 760 - In Povemenf Cut DLit', El. - atioting Elevation E1. - Elevation Prepared B Re ino C. Karner, P Y g PSM 4363 # BM - Bench Mork Karner Surveying, Inc. L8#7357 '1- Storm Water Run Off direction LEGAL DESCRIPTION Lot 7, SOUTHERN STAR STABLES SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 53, Pages- 24 -LIB4942 and 25, Public Records of St. Lucie County, Florida. SURVEYOR'S REPORT 1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal 2 No underground improvements have been located as port of this Survey. 3 The last field date of this Survey was: 5-31-17, Form Board 5-26-17 4 This Survey was prepared using the Plat of Record only. No other documents were provided and no search of the public records was performed by this office. 5 The Survey shown hereon meets the requirement for field accuracy in a suburban area as set forth by the Minimum Technical Standards (5J-17.050-052FAC): 6 Left Blank, 7 Unless other wise noted all bearing and distances are in accordance with the record plat and have been verified by field measurements. See map for bearing base. 8 Parcel/Lot line locations have been based on found survey control along the center line of Southern Star Drive 9 None 10 The Legal Description shown hereon was provided by the client and/or his/her representatives. 11 No ownership of fence lines has been determined as part of this Survey, 12 Off set calls to found survey control are relative to the nearest property corner, intersection of lines, point of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point. 13 Compliance with local zoning requirements and or with requirements set forth by other State, Public, and/or Private, entities has not been verified as part of this Survey. 14 Elevations shown are in accordance with the North American Vertical Datum of 1988 Uffiffiffiffil We rent_ e � , ! gGaA61 7v'S0 ..I snsa Boring l�> T r O x21.02� f o n S9 ors 8�s so0" sst x 21.06 �,4,10Borin lit 4' IT '�Yn�T,QN c°/ 1� s 4 a Q EA ti T 7o 8++y; ^�h. 77s (b o ryr9 Ara rQ ry�`o cs `2 T 00 p°fr0 7¢.6� �� 3O v ,7- t "3 49- 77 ^5J. V SrB. �21.el ai 00 7 F FIR 1B4942 /�< i /r y� A`J'OO. I I °fo ry FDOI-1 :,r bt. Lucie County EnvironmFr.'.al "ealth Site Plan Approv ;a tur Construction Supersedes All Pr vious Site Plans for OSTDS 46, & Well # Reviews : l CHA.01,OTTE ALMORE V / 9 / a / Q / / ^� ' Proposed well Residential & Commercial Surveying Services 2740 SW Martin Downs Blvd.#333, Palm City, FI.44990 Phone: (772)288 7206 Fax;(772)223 §181 NWW.KARNERSURVEYINGINC.COM karner0camagmnei 6e1 ! I i errs '4r Fie' -Of P Boring all Boring' I!` / ! \ \ \ \ l 1 \ \ \ \ \ , `1 DETAIL I I I I I I 'Pie sn<es mrw 1-20. Boundary Survey al<, lta� limp �B6f7 Saees Aru. py Frww arar� 1 P. 1 - S IW.i ADD fhM FRe tta.. a 0 a W 2152 Lot i f ' \ LEGAL DESCRIPTION e5 ara\ Lot 7, SOUTHERN STAR STABLES SUBDIVISION, according to � ' FIR LB4942 : Ede of Pavement Fdge of Pavement \s. Edge of Pavement Edge a/ Pavement the Plot thereof, as recorded in Plat Book 53 Pages 24 11ft E 6 f�eelri:.. lliF^. _ .._. �`&r..-..,.::,_e�.=:i'::::::::�:""�'- ;:!:;i 'I',. as Is: :e::::::_,-.:.:::::a ,c:._..:._.._°__._ _i .. _..._.___ 'u- ..�!: �.:-:: !loiid;°::=:a8= 8 Fm'a; sae =a:fc ' -- FCM LB4942 fPK LB4942°°°°. - ---� and 25 Publlc Records of St. Lucre Count Flonda. ev.: LYouthern Dr3=:� S r v: a _6..... . F I iiiii,,: _ Iy3 a� .n. ,., ._aaai ., Xf LP oge of Pavement. ._ . ,. .._ ,.=78 � Edge of Pavement Y . , &9B Edge of Pavement .ra.m dgd df avement M',aisY T aa.7Y ,arse .'as, ° To - Ban „s'a, To Bo k S89 50 59 W 690.10 \yA1' To Bank .,a.es To FIRC L8494 ,ass ,teas V m \ / F FIR — — — — , . a YaYe `. SURVEYOR'S REPORT naa s.a 4' Wood Rd Fence 10' Ut,�"ty Easement 4' Waod od Fence _� ' 10' Utility Easement. _ 4 Waod Roil Fe ce - }0' Utilit Easement ail Fence j Fl - �. - ` ,_ 5aO- - 4 •,em g— 4' Wood RC LB4i _ y/ 1: This .Survey shall not be valid unless sealed withan embossed m Langfh=24.20' " Surveyor's Seal Radius=25.00' Z Na under round improvements have been located as art of A=55'2729" = 21.27 Langfh=69.69'Aehis Survey.to gp °iam �s u Radius 72.00' \ / 3 The last field date of this Survey was: 5-31-17, Form ,Board I• - 50 'Front Setback Line — — — — A=5527 29 ob FlBC LB4943_� 5-26-17 =E='a PP 4 This Survey was prepared using the Plot of Record only. No m a ° c III other documents were provided and no search of the public t l I I records was performed by this office. W s 5 The Survey shown hereon meets the requirement for field .:,111 : ; m > III m ; accuracy in a suburban area as set forth by the Minimum N got �e\eoa� Technical Standards (5J-17.050-052FAC). (� N 6 Left Blank. No W �, Top B°°k I 7 Unless other wise noted all bearing and distances are ;n '` \ accordance with the record plot and hove been verified by ` field N I to measurements. See map for base. 8Parcel/Lot line locations have been based on found survey a control along the center line of Southern Star Drive ! ff. .� py a o 1 / � a,.n 9 None ,�99 „' .21.0e B j u 'erg' 10 The Legol Description shown hereon was provided by the I client and/or his/her representatives. -",aaaa .,an IN ) m 11 No ownership of fence lines has been determined as part' of f. a this Surveys 12 Off set calls to found survey control are relative to the y nearest property corner, intersection of lines, point of curvatures o a9 (PC), point of reverse curvatures (PRC) or other identifiable point. Iil a° `� o I BPS/esfp� ;. 13 Compliance with local zoningrequirements and or with requirements set forth by other State, Public, and/or Private See C _ FFmv a a. a: o I 1 O a❑ = I . qj entities has not been verified. as part of this Survey. e! 14 Elevations shown are in accordance with the North American — I a. Vertical Datum of 1988 1 I Y I'll- / j` / rX94 � 0 p4 !, Lot 7 to + ! ,/Z' t* / I� _t � OPP 10.95 Acrest i Lot 6 ' J' " If Nf,,%! ..—' to �I� �^� �s segment OmnivIl � � �� � � � Yf� 1 m to f�1 pb l l •� I '\'�_.: "wl \\�\ I I 1 I of , / > , - asNo I O a of / a . 2155 ':., aLae d1' `\\ i ,1.oa am ! / Boring IV> .\ .1J �, �,' , ,' ; o ` Qro- x21.02,1 f' 4^i I /J I u !J fi a 5'g4..�q &�eTp, f too 22y x 21.06 1. to w m ' IIII - - i I 'iBo ing 1. Ili II a > ! / r - I Old ,0 as L 00/ T 00 I � i p°tip T s? 6Cq, �V �063' �b Top Bonk ' Top Bank Tap Bank I ,. F d^e on n \ h 24 ry~ r7� 1 ..., Top Bank. ' `✓ •ram .19 4' Wood Re' I 4' Woad ,fasa I ov ,Yao2 R 4' Wood it I '.wood Rail I C (p sae PPaaaa ., I „e „ass c lop Bank Top Bank I_.— Top Bank Top Bank E An —+fi.m `y + ,q1` ,9ipO % Tv> o'o ,e.e4s,.3s 7 No- ,use a. law I i Its ssa I � 5 o,21.9 1,69 80' Drainage Easement I 80' Drainage Easement I Y'a„ :______ - _ s f I ry QD V8. 2y. , 1.2e T3 azs4 FCM LB4942 t S89'48'11 tow 770.00' 1 1 .FIR LB4942 a�7j�%Qcr `7� 00• rye, i I / �Cfr '❑o[.o ry LEGEND to - Covered Entry ' , ! CAC - Concrete Pod with Air Conditioning I ! ! CB - Catch Basin CBS - Concrete Block Structure CUP - Carrugoted MMa! Rpe / CPE _ Cable �e Pad with Pao! Equipment FEMA Flood Zone data shown here on is based on the visual inspection of the digital Flood Gv - water Gate vane Hozdrdous Maps provided b the Fedei Emer enc Management Agency FEMA and is limited r ev! tiro -Fire Ttyo'roM P P y 4 9 9 Y ( ) ... .. �. -L PIL overhead Utittfy Line to the accuracy of such maps. FDOH ii t. Lucie County ;� _ _ 7C''°� PP -Power Pole _ SSMH - Sanitary Sewer Manhole Flood Zone X Community: 120285 Panel #: 150 (Not. Printed) Suffix: -J, Date: 2.16.2012 Er1VIf Gi"ITTIer';9' Health ' ' '�"``°. / Tea - Telephone Communications Box UB - Utility Bar NMI -. Wotu Meier t j / FCN - Found 4 x4banerefe Monument c+ �~"ti - FC -Found Iron Pi Site Plan nnc)roveU I,JI �,U11$tructlon ` / Jl `~�`��>` Qpyf. FlPC -found. Imn Ppe wish cap Supersedes ;•.!I PreviousSite Plans for ' Ir... �`;�; Q��' / FIR - Found #5 bon Rod -. a �/ FtRC - Found/5 Iron Rae with cap OSTDS r�'Q�/ &Well # ,... , I, FM SWC - Set./5 Non Irawith Cap 'LB,f735Y -! '`� /�wy/PfOPaSed well tiPfound C -7/2' Ironn � Pipe with Cop : Date. _ _, I �\\� Oa' I,FM - Found Mag Nail I IWO - Found Mag Nail with Disk Review r. 8 �,�� /'� FN - Found AWI PREPARED FOR: FNTT - Found Ned with Tin Tab 1 \ \\ FPK - Found PK Nail Group One CORSIfUCIfOn FPKD - Found PK Noil with Diak FRRS - Found Rail Read Spike charlotte Almore - /Co - In Pavement Cut Out xo.00 - Existing Elevation Prepared For: KARNER SURVEYING, INC, D. - Elevation Prepared By: Regina C. Kerner,'PSM14363 BM Bench Mark Kerner Surveying, Inc. LB#7357 Residential & Commercial Surveying Services C ` Storm Water Run Off direction CH, tRLOTTE ALMORE _ 2740 SW Martin Downs Blvd.#333,' Palm City, F1.34990 ; Phone: (772)288 7206 Fox:(772)223 8181 ' It St. Lucie Count Florid WWW.KARNERSURVEYINGiNC.COM karner@coMcast.net Me* a w* 1 t21.03 f i fef eE,f.'Sge" i o' Or 17veo 1 ! / 4 l 1 Ilt DETAIL 1 i,=20' I File 'BOA t +20. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSMS 954--Ikowyllispi y:& Well # DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MASKOL FL PE #66080 O z z w w a � E f E v O O w t I- p a a O w Z z O 0 J J H M M [ii fD C� C� w w a a n r� w 0 0 F N N O N Z O Uj W .I I DATE DESIGNED GMW OS 19 17 DRAWN GMW 05-19-17 CHECKED 2017-120 50'-2" X-8'I ' 30'-8 14'-10" 1 50'-2" 6'-2" 6' 2" 6'-6" 6'-6" 4'-10" 12'-0"' 8'-2" r 15'-3" 9' 9" 5'-8" 7'-5 7-5" 8'-2" 12'-0" 11'-4" 12'-811 6'-2" CU3 2 CU2 2 PATIO O EGRESS 1 CLG. HT. 10' -0' B O 1 EGRESS O - EGRESS 1 HB 1 EGRESS 5 0 0 EIEl q o 0 0 0 0 0 00 00 00 00 00 0 0 0 0 0 o q o 0 0 0 0 0Ln PATIO o 0 13' 0" 9'-5" 13'-11" 12'-3" 12,_ „ ,_4„ 12'-3,,. CLG. H 10'-0' 13'-11" 9'-5" En NOOK o BEDROOM 5 1 m 49'-1" BEDROOM 810 0 1 o BEDROOM? 0 0 © o o NOOK o BEDROOMS CLG, HT. 10' -0' o CLG. HT. 10' -0' C] C9 C] a o • o CLG HT. 10' CLG. HT. 10' -0' OS o o CLG HT, 10' -0' ti CLG HT. 10' -0' CI J En 121 al® ° U Di u'_e" 4 N N 4 EN CLG) N CLO 111811 O In Y � o ® O aFAMILY ROOM is 101-411 o" "S� D BATH 4 1 w eLn FAMILY ROOM in CLG. HT. 10'-0' rn w = ran CLG HI. 10'-0' = c+ a CLG HT. f0'-0' 0 0 U w COURTYARD o A Lu w > Q ° PATIO W.I ACS >LL ® w w W.LC. w wn a Lu N Q 4,_a„ • 4'-8 - Ln N o 0 0 2 5" 1 M O 3 ® 1 „ iv ❑ 30'-1" ® 4' 11' C) 1 o z'- ' 10�-2" 4 q TILITY ROOM ti U 7 BEDROOM 0 10' U BEDROOM 6 q � 07 CLG HT. 10M c m CLO-' L 6 \./ Tl 2 0 w CLG. HT. 10'-0' 9'-SO" a 11'-0" W 1J W° "' 0 0 0 ;.� p FOYER 0„ 2 -3 o a 3 " ❑ ATH 61 EIIE ® CLOSET m DINING ROOM CLG HT. lo' ® o 0 o CU1 HT. 1D'-0 o 0 0 of L DINING ROOM o 0 0 0 o 0 0 IJ CO E1 C7 B CLG, HT, 10'-0' `Q LG. HT. EGRESSS WH 0 '-6 mi o HB EGRESS 1, o ® o GI o o a © o0 00 © :LAL 0 0 0 0 0 `° Fo ENTRY ® F, o HB = 50 gal. Water Heate 4 14'-4" 4 _ o EI v °D 50 al. Wat r Heater' v 10'- _ w/Recirculating Pum and Pan. g� NTRY w/Recircula ing,Pump and Pan. 1 Provide Min. 1 Drai to 1 10-1 1q. Indirect Waste Line Floor BEDROOM 3 Provide Min. 1"Drain o z CLG, HT. 10'-0' FAMILY ROOM W Indirect Wake Line (Foos Drain). CLG, HT, 10'-0' CLG HT. 10'-0' c ;+ Drain); �1 E m EGRESS 1 6., y EQ. "EQ.'I' 6 8„ 6'- 1 EGRESS CP Q- LIVING ROOM s N 0) 'MASTER s OTE: WATER HEATER DRAIN IBEDROOM CLG. HT. 11'-0' 10'-6" 14'-0" 11'-1" 6'-6" 12'-3" AN TO BE 1-1/2" MIN. s '+ i EPTH AND SHALI. COMPLY N CLG HT 11'-0' PAN ATH I din TH WATER HEATER ® ^' ANUFACTURER'S ry N RECOMMENDATION$ FOR ..SIZE. 0 12'-0" R F 0 CLO o al KITCHEN CLG. HT. 10` -0' 10 -6 1 EGRESS GO CA HT,. 10' -0' •'' ® D T-4" 31-5„ T-4 D 0 0 C. o O 0 BEDROOM 2 `9 EGRESS 1 4 ATTIC Q CLG HT. 10' -0' ti W. I . C. El FAI;i EQ. EQ. q DINING ROOM CLG HT. I1'-0' -N' CLG HT. 10'-0" ® 2X36"S FOYER CPI cuto BOOR SCHEDULE MARK STYLE DOOR NOTES WGT +D.P. D OVERHEAD 16' -0' 9' -(Y ❑Z DOUBLE EXTERIOR 6'-0' 8`-0' <SINGLE LITE FR, DRS. ) RAIN EGRESS -DO NOT SHUTTER �3 SINGLE EXTERIOR T-0' 6'-B' FG 6 Panel Door with Weatherstripping and Threshold ® SINGLE Y-0' 6'-8' HOLLOW COkE-6 PNL, 0 DOUBLE INTERIOR 3'-0' 6'-8' HOLLOW CORE-6 PNL, © - DOUBLE EXTERIOR 3'-0- 8'-0' DOUBLE LIGHT. FRENCH Q DOUBLE INTERIOR 2'-0' 6'-8' HOLLOW CORE-6 PNL, SINGLE 1"-6' 6'-B' HOLLOW CORE-6 PNL. 9 SINGLE 3'-0' 6-8' SO -ID M 20 MIN. RATED SELF CLOSING SINGLE 2'-6' 6'-B' HOLLOW CORE-6 PNL. PL �,; 2'AL S U M M I T DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 1�' iuclE COUNTY' BTIHD ON � WED FOR C .i1 5T I31,1r'_PT iil' SCD :a=.0 L\.tii�E�Ti0�1 wut,I� nns�D�. THESE PIANr ; ", a^?ED WORK ARE SUBJECT T: ANY F, :c;:IONS Z' REOUIR S F{�Lv I:'! iPE TORS THAT: MAY02NECrS8CAYINOR ER TO COMPWWITH ALL APPLICA 3LC CODES. ALL MANUFACTURES LA 3LES SHOWING U FACTORS AND 84GC COMPLIANCE &TH FRC ENEMY E MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS A IE APPROVED M io m 21 7 NOTE, ALL WINDOWS TO BE IMPACT RESISTANT. o CLG. HT. 10'-0 ® CLIMATE AND GEOGRAPHIC MASTER BATH U! HT, 10' -(Y • C� o o C] T-4" M O �\ 0 4 [O I 14--0" I HB £ BEDROOM 4 EGRESS 1 ZCLG HT. ]0'-0' by 5 W q o -J e U CLO EN RY ° DESIGN CRITERIA DAMAGE FROM WEATHERING-, NEGLIGIBLE DAMAGE FROMTERMITES -VERY HEAVY CUBIC. VOLUME OF THE CONDITIONED SPACE 59246 (CUBIC FEET) 1 WIND❑W SCHEDULE MARK TYPE STYLE SIZE D. P. NOTES W H + - O SH 35 SINGLE HUNG 4'-6' '-3' OBSCURE O SH 25 INGLE HUNG 3'-2' T-3' EGRESS O PW IXED GLASS T-0' 2'-0' OBSCURE ® 0SH 25 INGLE HUNG 3'-2' T-3' PICTURE WINDOW O. SH3450 INGLE HUNGT-W T-3' .EGRESS o ❑ - FDOH in St. Lucie County Provide 1/2' gypsum Environmental Health board between garagges residence L garage7attic Site Plan Approved for Construction - Gtyp Ica I� k A eQ TabUlatIOn Supersedes All P evious Site Plans for al. Water HeaterOSTDS #Jb• ,►bod d bt4 &Well# 00 ecirculating Pump and Pan. A/ Area 5810 Date: 2 5 0 N vide Min. 1" Drain to Courtyard 1369 o Indirect Waste Line (Floor Drain). N' Pati0#1 130 rq N Pat o#2 130 ❑ GARAGE Mai i Entry 148 TERMITE TREATMENT REQUIRED Ent y#1 87 Ent y #2 87 o To t a I 7761 CONCEALEDFASTENERS OR ATTACHMENTa ARE THE RESPONSIBILITY OF THE 21'-8" o CONTRACTOR Of RECORD raIGI IODI IEIEflO 0 z F F w w a � � K O CJ U w 0 z z 0 0 ca cc m m W W Q. a r\ n w N N L] N N O N '•I n•1 z 'n ti N w d Uj LU C) U0" 4 LI ^a R+1., LL f -,.ed� W U eA LJ T O N 2 z U— DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED 2 JOB NO. 2017-120 I° 5'-3" 10'-6" T-3" FLOOR PLAN p 3/16"=1'-0" SCALE R� 4 L 2 J F-1 4'-421" II" L-J 4" : cont a ti o in _3_1 , En N- L-4 F-3 m 4" 2500# FIBERMIX CONC. OVER .O 6 VAPOR BARRIER ON CLEAN COMPACTED, TERMITE TREATED FILL _0�_0.00' Assumed F.F.E. a Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK L GPLOF ALLOIWYB E GRATL-1 ALLIOFWABLE BEAM SPECS. 17'-4" 1326 520 8F20 iT/18 L-2 4'-6" 6113 2724 8F16 1T/1B L-3 5'-4" 5365 2290 8F16 1T/1B L-4 9'-4" 1843 1133 8F16 1T/1B L-5 13'-4" 1075 606 81`16 1T/1B L-6 7'-6" 2661 1634 8F16 1T/1B L-7 , S-6" 6113 3547 8F16 1T/1B L-8 13'-4" 1838 962 BF24 1T/1B L-9 3'-6" 8974 5591 BF24 1T/1 L-10. 7'-6" 5686 3547 8F24 1T/1B L-11 4'-6" 8672- 4292 8F24 1T/1B L-12 6'-6" 1 8360 1 2959 BF24 1T/lill Mim. Beam depths shown, beams may be increased without convent At Lintels 30" deep or larger, provide (1) #5 vertical rebar at 24 o.c. along length of lintel L-9 LINTEL PRESTRESSED CU3 2 PAD 12'-3" 12'-4" 12 L-2 FOR CU L 3 L-5 L-5 L 5 Eal 11DOE IElE E• F-1 v a F-1 L-2 F-6 E I • c F-3 F 5 F-6 F-6 E 00 0 4" 2500# conc. pad o d rn a IF-6 ❑ -4" o o L-2 F-1 E B E+ L-6 H E F-5 Ln F-5 L E E EF­­� IEII 1191•E 1111191 11211E F-3 L-2 .&In 1 ❑ F-1 E 4" 2500�} FIBERMIX CONC. OVER .066 VAPOR BARRIER E ON CLEAN COMPACTED, TERMITE TREATED FILL ih O L-2 _$l­0.00' Assumed F.F.E.. m L-4 L-6 � 11 4'-4" 6'-0" J F-3 4" 2500 conc. paEl •y F-1 L-8 F-1, L-9 ,y 1 E E L-3 L 16" X 16" COLUMNS L-9 W/ 4 - #5 REBAR T-11" ti NO E" ALL FILL CELLS TO HAVE #5 REBAR TOP TO BOTTOM. ALL FILL CELLS WITH REBAR TO BE FILLED WITH GROUT Q INDICATES FILLED CELL W/ #5 VERTICAL REBAR REINFORCING SPA. @ 4'-0" O.C. MAX. & AS SHOWN (TYP.) FOUNDATION PLAN 1 3/16"=1'-0" SCALE L-5 F 5 ❑ F-3 TERMI., TREATMENT R£QUiREp F- i F-1 E 4'-2" 3' 11" L-2 L-2 NH 50 gal. F-3 0— Water Heater w/Recirculating Pump 4" 2500# FIBERMIX CONC. OVER .006 VAPOR BARRIER TERMITEA TREAOTEDAFILLD' F-2 _$l­0.00' Assumed F.F.E. F-1 F-2 E E Ell IE 51 F-1 0 dt_� 4" 2500# FIBERMIX CONC. OVER .006 VAPOR BARRIER ON CLEAN COMPACTED, TERMITE TREATED FILL *0.00' Assumed F.F.E. F-3 F-1' Ea 11111 119 -3 /2" L-2 1 0 � L 1 0 4" 500 7. Uj con pa F-I L-12 7 r 4,-0, 4 _7„ 3'-0" 7'-7„ 3'-6" 4'-5" 3" F-1 16" with 16" mono. footing - 2) #5 rebar cont. 4 16" 16" MONO. 'EDGE FOOTING F— 2 16" with 'x 16" mono. footing (2) #5 rebar cont. and curb 4" to 6„i g„ 4 16" 6„ CURB FOOTING T GARAGE F— 3 16" P 16" mono, footing with 1(2) #5 rebar cont. see Ilan 4" 4 12 16" STEI� FOOTING F— 5 8"1 x 8" thick edge with (1) #5 rebar cont. 8" P TIO EDGE F— 6' Recess 4" at Shower 8„ 4 8" 16" 16" TYP SHOWER ECESS GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mill polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 2500 p.s.i. All 90 deg. hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than sixbardiameters. Minimum coverage for rebar shall be 3" in footings and 1.1/2"in bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation designassumes that the soil has a minimum load carrying capacity of 2000 p.s.f. Satisfactory compaction test of fill does not verify lower soils ore adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1/8" per foot for drainage. Saturate and compact all construction areas 1 with a heavy propelled vibratory roller to a minimum of 95% of the ASTM D-1557 modified proctor method. FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two part epoxy to anchor the #5 rebar in place. Use either "Hilti C-100" or Simpson Epoxy -Tie. PLUMBING NOTES: Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not ' scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2" shall have a slope of 1/8" per foot minimum. Provide Anti -Scalding Valve in all showers. Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18 above Wj9rcf0WVpr8fgg96efbjidpl testing shall be performed to verify soil bearing capacity is a minimum of 2000 p.s.f. in the event the soil bearing capacity falls below 2000 P.M. the engineer is to be notified immediately, Foundations, Slab and site preparation shall conform to the recommendations of the geotechnical report. �' I1 �MIT .���6 , DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 i�0\\1illlfllffr6r 660 A TAiE OF ' ®w ,u Ln U) z 0; w w f 0 O O � W LU 0 z z m m Ce of W W o- a N W N N ti N O N z w W ®W F-••i Ucen Qv/O Z LL 1" 4 U) QL s WW W 10�=U LUZ) W O®a J Q iV CD N to ral 17: LI_ DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED JOB NO. 2017-120 Pihn ,r 4,-%L111111111111112 RIDGE VENT (TYP) 4 6" 12" � PIL-mi: ��� ���l�l ICI �I Em 01 1 C®nKI Cf k,I T4 K I 4 6" 12" 1 16"x8" SOFFIT VENT SPACED @ 8'-0- O.C. ,MAX. (TYP) emcc vcmT i A I Q T r. W 1 LEFT ELEV A 7 ['1 3/16"=1'-0" SCALE I!0 RIDGE VENT (TYP) MEMM CLCVH 11VIV GENERAL NOTES 1, Construction shall follow 'Florida Building Code' (FBC) 2014, FBC 2014 Residential, FBC 2014 Plumbing Code, FBC 2014 Mechanical Code, FBC 2014 Energy Conservation, and the NEC (NFPA 70) 2011 Edltl,on 2, The Contractor, Subcontractor, S pp 1. er, etc, shall verify I fy a l l dimensions, conditions at jobslt 3. All written dimensions on these rawings take precedence over scaled demensions, 4. Structuralfeaturesnot detailed on these pages will be addressed by the Engineer as construction progresses, 5. Residence located In negligible +feathering area, and in very heavy termite infestation area per FRC,301 STRUCTURAL NOTES B.O.T. 10'-0" 1, Design loads In accordance with rASCE 7-10 Window 2, Soil bearing capacity + 2000 PSF Head 7 -6. 3, All structural concrete shall have a minimum compressive strength of 3000`PSI at 28 days. 4. Slab/Footings to be concrete with Minimum 2500 PSI compressive strength at 28 days. See plan for size and steel requirements, 5. Minimum concrete protection for rellnforcing bars, Footings, 3' Beams, 1 1/2' Suspended Slabs 1' 6. Lap all reinforcing steel a minimum of 48 bar diameters F.F.E. 0.00' Grade 40 stee t minimum in beams and columns, 7. ALL lumber In contact with concrete or masonry, shall be pressure treated.' 8. Splitting or cracking of structu al 'components due to Installation of hardware Is not PermItted, 9. Unless otherwise noted„ the installation of specified hardware shall conform to the manufacture s Instructions and standard practice, 10. Bearing points of trusses shall have vertical studs in a number equal to the number of plies of he 'bearing Member when the bearing member Is 2;or more pli,e unless noted, 11. Unless otherwise noted for exter or ',walls, exterior plywood sheathing and interior drywatt i to be nalled with 10d or better nails 6' o, c, edges and 8' o. c, field, or screwed with drywall screws 1.25 Inches tong and 0.131 Inches diameter, 12. Wall and telling finishes (not including trim) shall have a flame spread index of not greater than 200 and a smoke developed Index of not greater than 450,Per USG, A• wallboard has a flame spread index of not greater than 25 and a smoke developed index of not greater than 450, 13. Insulation shall have a flame spread Index of not greater than 25 and a smoke developed -in ex of not greater than 10,-0" 450 (not applicable to facings when Installed in concealed 3/16"=1'-0" SCALE 12'-0" 10,-0 7'-6" RM 0'-0" -6" RM spaces with facing Installed in substantIal contact with ROOF VENTILATION CALCULATIONS the unexposed finish surface), Per Qwnens corning, Batt ea 7'-6" insulation has a flame spread -In ex!1of 1O and MAIN HOUSE VENTILATION REQ., 5810 SF x 144 x a smoke developed index of 10. 1/150 = 5578 SQ. IN TOTAL VENTILATION SHOWN16038 SQ, IN. 14, Gypsum waLL board shall conform- o ASTM C22, C475, C514, C1002, C1047, C1177, 1176, C1278, C1396 OR TOTAL RIDGE VENTILATION SHOWN, 2268 SQ. IN. C1658 and installed per FBC rest entlat code. Per USG, wallboard conforms to C1396, MIN, MAIN HOUSE SOFFIT VENTILATION, 5578 SQ. IN. - 2268 SQ. IN. ' = 3310 SQ, IN, 15. Cer Fllc the shall be Installed er ANSI TOTAL SOFFIT VEINTILATION SHOWNi 3770 SQ, IN, F.F.E. 0.00' 1, A108, 4, A108, 5, A108, 6, Aloe, A10 11,,Al ie. 1, Al18 3, A136, 1 and �137,1.Fiber mat reinforced ementitlous backer shall be d§ed behind wall applied cera is tites and conform to ASTO C1288, C1325, C1178 OR C127E Per Durock, cement board exce@ds ASTM C1325, 1 DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MASKOL FL PE #6( J. MAL u�.66 STATEOF OP z r r 0 z z w 'w a � � U O V in w w w 0 q Z Z 0 � J_ J � ca 0] m 0� o w w a a n n ti w H O O N N � � N O N z 0 W Of -- h ./14 C0C. LU I� U I Z LL r� W W W 10�= U LU 00 nLn G 0 J W DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED 3013 NO. 2017-120 STRUCTURAL NOTES: All reinforcingsteel shall be high strength billet steel and shall 9 9 x 16` C.M.U. WITH CELLS FILLED WITH GROUT & #5 VERT. WITH conform to ASTM A-615 grade 60 specifications. Lap continuous e• DOWEL reinforcing 48 bar diameters. or 30" in beams and in slabs. Lap j bottom steel over supports and top steel at midspan. Hook 3 discontinuous ends of all top bars. Reinforcing steel shall have a minimum of 1" concrete cover, or as follows: w GENERAL ROOFING NOTES BOTTOM TOP SIDES ES OF OPENING, FASTEN) TOIOBLOCK 19/32" plywood sheathing or equal installed with staggered joints & GI dips, Beams: 1 1/0 1 1/2" 1 1/2" AS NOTED. DOOR SIDES nailed to trusses with Bd corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. Slab an Grade: 1 1/2" 1` — Structural Poured: 3/4" 3/4" .'Z x 6" REDHEADS WITH MIN. All roof trusses are to be pre —manufactured assemblies provided by _ Poured Walls: _ _ 3/4" Z a o 2" x 2' x 1/8"WASHER 1Y FROM ENDS .> AND 24"o.a MAX. a licensed wood truss fabricator with separate drawings and data Slabs exposed prepared for actual project conditions by a Florida registered to the weather 3/4" 1" _ o DOOR HEAD professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall to fabrication Reinforcing steel shall be detailed and fabricated in accordance 1/4" x 2 3/4' TAPCONS STAGGERED 24"o.c. - be brought to the attention of the truss engineer prior of the trusses. The truss manufacturer's certified layout shall govern with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318" after fabrication. The handling, erection, and fixing of wood trusses shall be In All structural steel shall conform to current ASTM Specification A-36 Garage Doom Buck Detail q accordance with the specifications contained on the certified mfgr's. drawings and data. All wood in contact with masonry shall be pressure treated or approved All engineered headers and truss hangers to be provided by the separating material. truss manufacturer. All dimensions shall be verified in field by the contractor. If there are Splitting or cracking of structural components due to installation of any discrepancies the Architect or Engineer shall be notified before hardware Is not permitted. proceeding. Unless otherwise noted, the installation of specified hardware shall 90 DEGREE HOOKS conform to the truss manufacturers installation instructions and All Design and Construction shall be inaccordance with the current OVERLAP 25" MI . standard practice. American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicableHORIZ TIE BEAM STEEL local codes. .. SEE WALL SECTION FOR BUCK ATTACHMENT. NOTES Structural Concrete shall attain a minimum ultimate compressive strength STEEL REOUIRMENTS AT DOORS USE P.T. PINE OR SPRUCE AND A A BUCKS (Fc') in 28 days as follows: TO BLOCK WITH 1/4` DIA. TAPCI WITH 2 1 4 EMBEDMENT 2" INTO C.B.S. SETA 6' FROM CORNER$ AND A 1 o.c. MAX. Column Footing and Wall Footing: 3000 psi. POURED CELLS. WITH (1) #5 BAR CONTINUOUS Column and walla from foundation to roof: see column schedule. FROM BEAM TO FOOTING All other concrete: 2500 psi. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH '.' BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR T NAILS 4" FROM ENDS AND 12"o.c. Footing sizes and reinforcing are based on allowable soil bearing ` capacity of 2000 psi All footings shall bear in virgin soil. If this I is not the case, the Architect or Engineer shall be notified before USE "STRUCTURAL" SHIMS DURING DOOR INSTALLATION WOOD AND/OR CEDAR SHIMS SHALL NOT BE USED. proceeding with the work. _ Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop SHEATHING NAILING NOTES drawings by a registered Engineer. Change in Bond Beam Elev. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. .. (c) Roof members should be secured to the beams or other Nailing Pattern - structural components with hurricane anchors for wind uplift Zone 1: 8d at 6"o.c. field & 4"o.c. edges All wood members shall have a minimum fiber stress in bending --- Zone 2: Bid at 4'o.c. edges & field of 1200 p.s.i. with 1/360 max. deflection. Zone 3: 8d at 4"o.c. edges & field All bolted connections shall be 1/2' Cadmium plated or better. Pneumatic Nails Lag bolts to be used only in shear connections with minimum Pneumatic or mechanicaly driven nails will 4" threaded penetration past steel plate. be accepted under the following conditions: Min. nails size Be or larger ring shank with Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. ter: .113 Min. shank diameter: Min. Length: meter: Min. Head Diameter: .280 Full Round Under Girder Trusses provide equal number of studs as girder P Q 9 1 'S 4 bottom chord bracing Min. Ring Diameter .012 over shank dia. plys at frame bearing locations 24 min. lap (2) 16d at each truss Min. 16 to 20 Rings per Inch Note GENERAL REQUIREMENTS Gun nails shall be permitted as an acceptable fastener from any manufacturer All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. Wood screws meeting the same size requirement may be used in lieu of nails without comment General contractor is responsible for all labor, materials, utilities, testing, - waste removal, storage, securing. of site, accomodation, transport/freight, bottom chord of Nailina Schedule and all other cost related to the completion of this project., unless explicitly wood trusses identified here. at 24"o.c. ROOF &FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c. Owner is responsible for all municipal related charges such as impact at supported panel edges and #8 gun fees, and water connection, except building permit fees, which are to be nails at 6'o.c. of intermediate supports. included in the construction bid. ROOF SHEATHING TO GABLE END FRAME General contractor to check all drawings for emore and ommissions and Use #8 gunnails at eo.c. bring them to the attention of the architect prior to atmrting any work, or ordering any materials of the respective division of worklll If such errors and ommissions are not reported in writingto the architect, any resulting EXTERIOR SHEATHING damages or costs shall be born entirely by the general contractor. Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and Architect is not responsible for the contractors method or means of bottom and 6"o.c. in field construction. Bottom Chord Lateral Bracing EXTERIOR CEILING & SOFFIT NOTE Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard. practice. 7/8' Stucco finish over 3/8" high ribbed golv. wire lath fastened to framing. members with No. 11 guage nails with 1 3/4" embed. with 3/8" All plans and drawings are not considered complete until they have been dia. head 6"o.c. max. edges to be tied and nailed at 9"a.c. reviewed and approved by the Building Department Provide one layer of 15# felt to bottom of framing before Installing lath. and the building permit has been issued. INTERIOR WALL FRAMING NOTE THRESHOLD NOTE Interior non bearingwalls to be metal studs (25 Ga.) 24"O.C. At egress door (Entry Door) the max. hgth. Crimper may be used in lieu of screws. of the threshold shall be 1/2" corner bars at beam — (outside only) (2 comer bars at footing min.) vert. dowel lapped with wall reinforcing, oil laps 25" (min.) in grout filled cell a' TYPI ... ..III.: u,. „" uv ,.: some size, number, and spacing as horizonYlal bars In footing, beams, and walls t m Corner Reinforcing Detail INTERIOR BEARING WALL GARAGE INTERIOR I 1/2"= `w .�a :. INTERIOR BEARING WALL DETAIL @ "GRB11 TRUSS G WALL DETAILS 1/2"=t,_0" ,,\N�\kv, S U M, M I T DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN 1. MASKOL FL PE #66080 \-- CA P 0 660✓ IS�TATE OFa,;4 sFif7(/0NA- In Z O z w 0 U U LU w �I Z Z 0 ED m cc w a n LU O N � N .ti N Z url uu d LLJ I..V .0 � �. UF—I Q s Z�- UJ 0�J z LL U J W I� = (LU V LU O O 1-4 0— IN DATE DESIGNED GMW O519ll DRAWN GMW 05-19-17 CHECKED JOB NO. 2017-120 PRODUCT APPROVAL Approval Glass Building Rated Product Rated Product Model Number Manufacturer Attachment Method Number Type Design Pressures Design Pressures FL#: 239.2 S.H. Windows SH500 PGT Impact 3/16" x 1 3/8" min embedment Tapcons 0 6"/10" O.C. See Elev. +60/— 70.0 3/8' continuous bead of CBS FLU 243.13 Fixed Window PW 5520 PGT Impact 1/4" x 1 3/4" min embedment Tapcons® 6"/15"O.C. See Elev. 49+/-130 caulk (back bedding) behind Double or Swing buck to prevent liquid passage FLe 15225.3 SSn Is Door w/ Fiberclassic Thermo Tru Impact 1/4" x 1 1/4" min embedment 0 6"/14" O.C. See Elev. +/— 47.0 Min. 1 l�4" embedment G�a2ed Panels _ ` ° at windows and min. " set flange in continuous a Clo a g 1 1. 2" embedment at FLU: S6t14.1 Overhead boor WS 09 Clopay NA 5/16" x 1: 5/e min. embed. lag screw each bracket See Elev. +54 / —60 bead of caulk across the °' ° / entire face of buck ° ° ° sl. gl. doors ° ° 4 1/2" drywall .a Approval Building Rated Product Rated Product Model Numbe Manufacturer Attachment Method Number I Design Pressures Design Pressures stucco finish ##10 SCREWS 0 16" O.C. iN FIELD & 0 —74. 55 FIELD NOA/�: 15-0212.07 'Roofing 5V CRIMP SUNLAST g" O.C. IN PERIMETER AND CORNERS SEE PLAN —176 PERIMETER CORNER perimeter caulk 1/4" max. struct. shim Attach p.t. bucks 1 with 8d coil nails at METAL ROOFING OVER 30 12"o.0 caulk ROOF FELT OVER 19/32 C.D.X. PLYWD. Typ. Alum. window attach as per manufacturers SEE CONNECTOR PRE —MANUFACTURED ROOF jamb or sliding glass mroduct SCHEDULE 12 TRUSSES 2'-0" O.C. door jamb P approvals PRE ENG. WD. 6� .-30 MIN TRUSSES 24"c.c. NOTE: Method of attachment and ALUM. DRIP EDGE ON waterproofing procedures are thel 2 x 6 P.T. FASCIA WRAP R30 BLOWN INSULATION (11 M= some at poured concrete sill WITH ALUM. ABOVE LIVING AREAS PAD TO BE 4° LARGER ALL AROUND tunable sealants shall comp) with THAN UNIT ASTM C 920 Cldss 25 grade ar )4" DRYWALL CIELING greater for proper joint expa siori and contraction 1/2" CLNG. 2x4 GALVANIZED TOP Typical Window & SIG.[ . Jamb Detail at CBS Wall FIRESTOPT• BOARD PLATE Includes Buck Attachment M thod WIRE LATH AND --- STUCCO SOFFIT -- WITH VENTS (2) COURSE BEAM DRYWALL BOTH SIDES ANCHOR UNIT TO PAD WITH MIN. 1/4" DIA. BLOCK LOCK WITH #5 TAPCONS ®1 1/2" EMBEDMENT DEPTH BAND FILLED DESIGNED TO MEET THE RE -- WITH GROUT EACH - - �. &NEOPRENE PAD. (TYPICAL FOR 4) —� 4UIREMENTS OF 1FBC 2014 SECTION R70 .8 FLASHING PROVIDE "CASTCRETE" MATH 5 VERT. DOWEL AL STUDS SUCTION g UQUID 4 -- frame window PRECAST LINTELS ABOVEIN GROUT FILLED CELLS REFRIGERANT LINES ALL OPENINGS 8 x 16 x 8 C.M.U. 2�r4 MET " #vA ..,,.y- i + ' .. 3/8continuous bead ofcorrosive \X\, N NN��\��\��\ resistant 1 x 2 P.T. FURRING 24"o.c. g SEBOARD TYP. ceulk (back bedding) behind Tapcon concrete R4 FOIL INSULAMN 1 ( ) �'=: shim to prevent liquid passage srews installed as specified in window AT LIVING AREA 2x4 TREATED BOTTOM LI HT GAUGE METAL TRACK 1/4" struct. shim manufacturers product TWO COAT - PLATE - approval STUCCO FINIS - RUN REFRIGERANT UNES SHORTEST CONCRETE PAD. set flange in continuous I' 1/2" GYP. D.W. DISTANCE TO BLDG. EXTERIOR WALL i' bead of caulk across the window sill entire face of buck SEE PLANS FOR CONTINUATION. perimeter caulk GRADE min. FOOTING REBAR SEE FOOTING `ON CLEAN COMP DETAILS TERMITE fkEATEC Typical Wall Section NOT TO SCALE FASTEN 'TREATED BOTTOM 4 THICK CONCRETE SLAB (2500 CONDENSER I IE DOWN DETAIL stucco finish PLATE TO SLAB W/ psi) WITH FIBER MESH OVER 0.145"Ox2-1/2" LNG. VAPOR BARRIER OVER CLEAN NOT TO SCALE, E ® 16" O.C. TREATED ° COMPACTED TERMITE SOIL Gunable sealants shall com I with ° ASTM C 920 Class 25.grade or PY °, ° greater for proper joint expansion Typical Interior Wall Section and ° and.eontraction precast NOT TO SCALE '_ cone. sill Typical Precast Conc. Sill Detail ONC. .RRIER :D. PRE —MANUFACTURED ROOF TRUSSES 2'-0" O.C. PRE —MANUFACTURED ROOF TRUSSES 2'-0" O.C. R-30 BLOWN —IN INSULATION 2x4 BLOCKING SPACED 0 2'-0" D.C.' (2) 410 WOOD SCREWS AT EACH BLOCKING SZQQM V DRYWALL CIELING 2x4 GALVANIZED TOP PLATE LIGHT GAUGE METAL TRACK Xi" DRYWALL CIELING 7¢" DRYWALL BOTH SIDES NOTE: WALL IS NON 2x4 METAL STUDS LOAD BEARING 2x4 METAL STUDS 1¢" DRYWALL BOTH SIDES R-13 BATT INSULATION r--r BASEBOARD (TYP.) 2x4 TREATED BOTTOM LIGHT GAUGE METAL TRACK \ PLATE TREATED BOTTOM PLATE FASTEN TREATED BOTTOM 4" THICK CONCRETE SLAB (2500 PLATE TO SLAB W/ psi) WITH FIBER MESH OVER ... 0.145"0x2-1/2" LNG. VAPOR BARRIER OVER .CLEAN i P.A.F. ® 16" O.C. COMPACTED TERMITE TREATED SOIL \ FASTEN TREATED BOTTOM \\\— PLATE TO SLAB W/ 0.145"ox2-1/2" LNG. P.A.F. 016 O.C. WALL SECTION BETWEEN GARAGE AND RESIDENCE Knee Wall Framing_ @ Main Entry Tru s Bearing NOT TO SCALE NOT TO SCALE LIGHT GAUGE METAL TRACK .�\� U M DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE'' FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 FOA �Ol\4lilill///� LL S11lEOF �= r, j✓F ONW- y \\ z W W O O cJ N W L It W W o o 0 O n D cc m w w a- a r` ^ w o F O N N N N O N z _O rn w1 N w a, w I --I LL win z Q oc LU O LL w ww 0�=U LL J I- LU CL 7c:)r4 2 DATE DESIGNED GMW 05-19-17 DRAWN. GMW : 05-19-17 CHECKED JOB NO. 2017-120 ROOF SHEATHING ATTACHMENT REQUIREMENTS Q1 NAIL @ 6" O.C. PERIMETER AND 6" O.C. FIELD ® NAIL @ 6" O.C. PERIMETER AND 6" O.C. FIELD Q NAIL @ 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING W/8d RING SHANK NAILS (PER FRC 803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE SIGN PRESSURES ZONES - PSF 1 2 3 4 5 F. -33.3 -58.1 -85.9 +36.5 -39.6 +36.5 -48.9 -32.5 -53.5 -80.3 +34.8 -37.9 +34.8 -45.5 -31.2 -47.3 -72.9 +32.6 -34.1 +32.6 -41.2 F. -30.3 -42.7 -67.4m F. ARE FOR WINDOWS AND UNG AND OTHER lrvnu. AND CLADDING. ROOF ZONES: 1 THRU 3 WALL ZONES: 4 AND 5 WIND ZONE - WALLS ZONE 5 IS 4'-0" FROM CORNERS i WIND & NAILING ZONE ROOF _PLAN I - NOT TO SCALE DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0�7' BRIAN J.'MAySKOL FL PE #66080 F6Q �n: STATEOFI� to z O z w H a � f it U u V U w w 0 (D z J H 7 t0 K W a n ~ w o E- N � N rl N H z O U) �', N Kce LU �0 C ). C) LU @.L j / O 1' LL cn � Www 0C = U ® CL 4 (V CD N 2 0 z z Oz N J Z '—' z �1--4 _1 Z ~ �z LL O 0 L.L DATE DESIGNED GMW 0519-17 DRAWN GMW 05-19-17 CHECKED JOB NO. 2017-120 43'-10 1/8" TRUSS PLAN 3/16"=1'-0" SCALE DESIGN &FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD, SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 1�,1111 I I I !!/f 111 0.6 _ STATE OF to ZZ FC0R0�'.NOi \� U) Z O z w U o u L w w 0 C7 Z 0 J D co 21 w 0- IN w o N 0 N N rl Z O ��y N W ce ui °G U z�ry � O 0LU z LL 1-4 U)cl� Ww w ly-= U Lu w uia CD N z Ln DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED JOB NO.', 2017-12 c0 Tml BEDROOM BEDROOM 6 PATIO ENTRY DINING ROOM NOOK I r j BEDROOM 5 / VP R _ - W g BATH 2 1\ \\ 2 U w j \ \ COURTYARD PATIO Lu w W.I. C • \ \ U) ¢ w n NLL O 'N\ \' _ C \� UTI ITY ROOM II I I CLO LIN II E%WF I \ 2zo ! 1\ \ Wig \ \ \ 50 gal. Water Heater w/Recirculating Pump and Pan ---- j If II MASTER j 1 BEDROOM LIVINd BOOM If ry ry I j rN\ I 1 P W.I.C. 7 ►1 \ ENTRY ELEI T IA d 15 =V-0" SCALE FAMILY ROOM DINING ROOM d 50 gal. Water Heater w/Recirculating Pump and Pan G. D. O, SHALL BE LISTE➢ AND LABELED IN ACCORDANCE WITH UL325 BEDROOM 2 0 BEDROOM 8 a -L---' \ FH-4 Vie;® CU2 a PATIO zzo Dlsc JI NOOK i v I W „° CLOS �50 gal, Water Heater w/Recirculating Pump and Pan DINING ROOM an 3 0 THW)round cop er and (1� �T4 ,g(PhIW) copper in 2 goly. conduit V5/ " dia. x 10'-0" to ground rod 220 DISC 3/4• copper water pipe ENTRY 400 KC MIL copper in 2-1/2" goly. conduit /-F.P.L. service �400 AMP METER MAIN COMBO W/ (2) 200 AMP BREAKERS 1/0 GIRD tie ground wire to looting rebars Electrical Riser Diagram ELECTRICAL LEGEND 1 WALL MOUNTED UGHT�IFIXTURE OVP VAPOR PROOF LIGHT (FIXTURE F----�1 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE FL UNDER CABINET UO ESCENT FIXTURE ORECESSED CEILING UGHT EXTERIOR UGNT WALL FIXTURE JUNCTION BOX CEILING FAN Wlhl LIGHT OPTION ® DOOR CHIMES ® SMOKE DETECTOR EXHAUST. FAN WITH LIGHT CARBON DETECTOR MONOXIDE THERMOSTAT COMBINATION SMOKE/ $ DUPLEX OUTLET — SWITCHED CARBON MONOXIDE DETECTOR DUPLEX OUTLET VTV TELEVISION 220 V OUTLET QPH TELEPHONE WEATHER PROOF GFI {/} SWITCH EI PUSH BUTTON -jw THREE WAY SWITCH FLUORESCENT FIXTURE H/k DIMMER SWITCH NOTE: RECEPTACLES IN KITCHEN @ BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 6: 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI AUST BE AFCL TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 @ 20 AMP BRANCH CIRCUITS BEDROOM 9 ,x if NOTE: PROVIDE DISCONNECT AND WATER PROOF GFI AT ALL AC CONDENSER LOCATIONS BEDROOM 10 DEMAND LOAD - MAIN AREA PANEL GENERAL LIGHTING/REC. 0 100% (2,750 SF-3 + 4500VA APPLIANCE) - 3 KVA REMAINDER @ 35% - (9.8*0.35). - 3.4 KVA APPLIANCE LOAD - (9.5 @ 0.75%) - 7.1 KVA DRYER - 5.0 KVA RANGE - 8.0 KVA ELECTRIC HEAT @ 100%: 14.4 .KVA TOTAL DEMAND LOAD (40,9b0/240) = 170 AMPS DEMAND LOAD -REAR LIVING AREA GENERAL LIGHTING/REC. 0 100% (3,060 SF*3 + 9000VA APPLIANCE) - 3 KVA REMAINDER @ 35% - (15.2*0.35) - 5.3 KVA APPLIANCE LOAD - (13.10 0.75%) - 9.8 KVA (2) DRYER - 10.0 KVA ELECTRIC HEAT @ 100%: 14.4 KVA TOTAL DEMAND LOAD (42,300/240) = 177 AMPS Electrical Load Calculations 5810 Living S.F. at 3 VA 17430 VA 63)' 20 Amp A�pliance Ckts. 3000VA Eac 9000 VA 1 3 Laundry@ 1500VA Each 4500 VA 3 DryerS 5000VA Each 15000 VA 3 Water Heaters 0 4500VA Each 13500 VA 3 Dishwashers ® 1200VA Each 3600 VA 1 Range 8000 VA RRef. Circuit ® 500VA Each 1500 VA Microwaves 0 1000VA Each 3000 VA Disposal 3000 VA Total 78,530 VA First 10 KVA at 100% 10,000 VA Remainder at 40% 27,412 VA (3)AC Heat at 1001Ij° 43,200 VA Total 70,612 VA 70,612 VA / 2*b V = 294 Amps 400 Amp SeFVice Smoke detectors wired to 120V Bathroom lights l i m �xr W DESIGN &FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN 3. MASKOL FL PE #66080 STATE OF ° ^mat r� z F U w w o 0 V p a a LULU � 0 z z 0 Co m w LUa OL Lu o 0 F N N \ N O N '-I H z M ti N w K W FBI LL 0 Uj U�� �V/OJ Z LL H4 V/llcl� W W LU 0�2 U &Z) W_ OO a J Lf) Q N O O 2 ri7 P w J W DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED JOB NO. 2017-120 C.O. vo 1-1/2" 3" '� C.O. TO NEW SEPTIC SYSTEM TUB PLUMBING RISER DIAGRAM Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot waier lines SINK WC TUB ..��SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MASKOL FL PE #66080 AIM �tllifiitP/// 0,6 STATE SOF L I 1 _y ' u) z F z z 0 w w O O U U U a a p w w 0 C) Z Z C] d J J m [1] C� K w w a a N n w 0 0 N N a C C o N N N O N Z O w W UWC) z�ct o()0 �r4 Z "/ v , LL U. w Uj W ce=U LU w 00 J Ln Q N 0 O N z DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED JOB NO. 2017-120 E