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1739 Beach Ave Detached Garage 2012 1 3 ; I IT f I I il T CDN(E 1 i r I I 1 T � PART OF GOVT WaoD DEu LOT 30 I � T F LOT 4 SECTION 9 I ABbvEArvD ., I r 1 I I t I Bel 1" if A-LA X 'I I 1 - I N 6ASSOCIATES ARCHITECPS RICHARD SKINNER waoD DECK I j EX 9i NG FUEETWEVE EUROPE TO MAIN r - 1 J M I III DURINGOGARAGETOBf I Xn GNwAA+¢XAnM'tl UI4.FLyyH YI yyy �.�LI _ MAINTA NfO DURING LpISTRULTION. . 1 �_�__ _ . ! N 1 1.. FC sTrrs J couw.ErEw< m" pp _ _ F - T "I _ _ _- _-_ goPOPawu RAD- - -_ -� ABDUL BE I NTOBm10 _ 1 Al Ax MANrgwOPERAnory I Consultants 111;1 , j L,� NC+sS6�{p 50 V o ANvx all THAT ARE � 1` < Lq� rti + !++ `I 559°56'1 SW2 SRVING inF MNN ry0U5f G GOOD FENCA TO REENI WOOD DECK I 111 F,>T ' > ', , . . �,• ?� ',.�""-' �.'.'i• ro Mnom- - 3516ro cctt G _ - zO.e I - - __r_=- " _. ._ _ siRUcrURnL kll u ; 5TE - -- X - - --� - 's: p .,� £. Y�t ti > � a °f >.o IBX FS TO REN,nry At al En 1111 T £. s < r . • . ..£' .� , ,. �, •, ; 9 PALL -I- a �Ix•rAun N59°s6v se z13.]r Bxeer Ds 5ervlces f e rt vropD wpu . --x---� 65 Nuia�nNa `2m ev ' ABENG Two sroxr GARAGer _ _ _ I 9DL743-0639 / A � �x ELECiRIUL rip LF, S ""V �f'C RESIDENCE TO BE REMOVED. ELEVATED rvT 1. � / y xsTAuonov or�e+osrRURUR Axon a1 I ' _ I ar Irc 1.16 I I ' t £';Al ! 130 -IXSnNG iRfB NJp WOOD WALK Hadddd En H Q'F / 1 £ � FENGN6 r0 LL 'Y MAINfgIN INTCGRIttOFUPPfR YARD_ - 16'PILM ¢Y f ( F zz Y. Id 20.� REMOVE nv VNI W 29551 aaolm Rd�S it¢2ns } A t Y I, j KID e y _ NEW Ivor STORY i� I I BEWTABSI I 900.262-5066 I ✓ CONNECTED, ON t ^ I I j. ( `1 MhSONRYt FFAME G _ oD d I k'Y T �, J HESE C AN GENAL �h O� STRUCTURE F- e'- � DURING cox ION. a OR 9 w aTsr rvGEro of I �T T OREMAN� :�� l ' Y x 1 :J RaeurED mMgGE ax TO f N I y'r L Iz5= PusExvSD 19e I DUMxG coN uLTlox s LOT 29 . IXISnNG CO TO BE - 11 Y ;ypit { m -__ A '��HlExrexr of roRARr PARCEL I 1 / 4 %y A � 1 i f', -� BrIOwNGF w 1TElT r17 TIT T• ,HWgK D t ki ' '� c O `� ,rwsnxG EaeElw S^„N,,yrD anw Tj �! T, ,^. Iz3� _ J �� +� E- z 9B p i yy I { *' £ . .L q `s, fir ., Srn - I p}p 1 0. I L Tz C @ -kd nx i0. f' L RI - zrgw I COVErzED CONCRETE p p6TNGREGINING WDLL OI 8 A 16+ Ti .T. �A 1 t i RS TocerstMov® .. - I AL1 j� f.:' 1 2 s � .,, � ;: NIaD I4. BOEING AANDNGS TO `" I - awa sTEP E � 1 IL II I P x i I NEw EwERSwHm RaaglN cooxDINATE �� I� f11 l IL [ T ' '�, , Brauw wrTH owxEx�� . '" 1 ErvCRETH wALKTO Pz+nAlu BKKD pYA 14 PA �� CLEMENTS 'Y�)f 3a I� q _� 16R.VM� 1 k IP ,l r i I. � I 3556 1000 I 1 ' . - e . . ,' L,� 1 I - �m _.�. � '»„ sdDD;:, _ - - - - - -- -- - --- , ;,DDDNG�,pREM,� X _ - - _ RESIDENCE , s - - - _ -_ ---- -_= - e „ I7� 470w - __ _ _ _-__ _ - +m"r fib.=x_ __x 1739 Beach Ave , 740 aEAcry AVENUE WORRiO WAGE s99561Sw z1G.1s Xw000 FfNFfNCEx -- ` Atlantic Beach, Florida IN THE5 L I T1 1PMA1�RMp sEE qOz oR WORK EL X !P05JON CONTROL FEE Oran eurY firl O EP I ANN 50rLL I GENERAL GENE Is ro TE ANW ETUBLDEN?A5 PA �• � � Y 'y t 1 •l 4 1 NEIGnBOR5YARDs. I OF PIs 5LOFE OF WORK. F •IRIRiy illl =Janpp�MllI r LOT 2b DETACHED e I t INCLUDING SW WpHIN RGW q� C � y D d I1Y I r Tbnlny' •vino RMiuno.nRed•WY•p••mnMub ff 'M°YMR�"'Px1A0R" GARAGE IP 1 I.' I 3. ewwMaallwuwllm nwNIIIN. CanWHP f1YvfRED WEE DEQ. NNyyNORy gnFl NM DyapWT•6 1 • ' t $ , et L xMRM�Mq MN IRW�InmNRP sIT I ,� I PART OF GOVT i wen •MpIn owN•HorbM••.nr M• LOT 4 SECTION 9if I nur wrt Mw lr " - , - n• PI { . _ 9AW 12-� ISSUE date dmripTDo j 9. 09 PREUMNARY PRICING W ' 2 12-19 DE5 GN DENTLOgnENT SITE PLAN Ptl - 3 I B 2 PERM T9E! vn IT f) I BUILDING: DETACHED tI $} GARgGf ry OCCIIPANLYCW551Fl[g1pN; LEGEND CONSTRUCTION ME R3 Me V-B - - SETBACK NNE HEREON TO BA'losENE CONDITINALONOorvFD SPACE: 5305P. - � - PROPERrcUNE N fI 1 1 THEFRDFERM1SnOWN HEEFUGAPPEARSNCT IN FLOE 2O1E5T1APFA0E BEE VALDE 500 FEAR FIAV 0FUJI BEftep X(EL I41 BE,WELL ME EVBtFD UNCONDITIONED SPPfE OSE - COAST ZONE LETRIILTION CONTROL LINE ��, 1 ( ( N f JII BE ATLANTALDETHISAINED NTFROMUVALCOUNINSURANGE RATE MAP CCIAMUHItt-PgNEt NUAEER 12W]5 OOJI DP[Vl ppryFL Il, 0.909 FORT TIE Ott UNPLKLOSW 510.0' 3265 F. '- ROE ZONE UNE ( OF ATLANTA aFAQI DuvAL COUKT', FIowDA. TOTAL i AREA(DoOt 1): _24 AGREE - OMPORARr ARTH DIEGO AND SWT URGED REVISIONS l 9@, _-__ . 1 If ' I TOTAL NUMBER TIF STOwES: . 20AE noIIIa 29TOwfs - OEMOunON Bcnption BUILDING nfIGIR FRGM STREET I£YfL: Tp ELEVATION LUNG WEIGHT FROM AVERAGE GRMP 22'V 1-2312 REGI510Ns MAP O F SURVEY _ nFPRox ORAIxAGE Pan it I PARCEL N(Ml X X FENCING 2 2-23-12 AB COMMEN En LOT 29, NORTH DgiWnlCBfACry1a No. RME5 LOGOA50.5RECC'ItD® IN MT5CU' KI$ Pp({ if OOFrMCURRENI ryBUC m1515A19gAN➢gKY, TORN RpffllC RECOR0.5 OF pUVAL LGINry, RCrypq BEING mf 5AMe1ANp9 g50f5„'pJBf91N EY111B11'A', PARCWLR®'IiIC1Ay REEP.pS VTI@.¢5537. TRH IIXdllpNggVfY, t PAGE 24 Of THE pUBUC REUW.DSA 1 1BOUNDARI IN TOW BASED ON vrr Br IAIRDE1 LAxD �Ixc TREcn L� . (r PAecEtz MENo. N-24o. CEA.RIING9 BASED ON 51all Nna IAS EMEA.GU3TB. Al 1MPERVIous AREAS D 1739 BEACH AVENUE DRAWING LIST 1 !fl'M IMEDP UIC Cf Ipl290.5 LQRY Nnall Nfrn REff Tp TIf UNE 15 REN i ( MBMEM Onto MTIUMfNSAHL'DA IR BYINE LOASRI CQISTG)CTION EAPLEL Scale: I/8' - -0" A tI .0 APART OF GOVERNMENT HOT 95fC110N9 TOWN5NIP2DOUBT, RANGE 29 F/ST gNgi LOUNGE, RGRytt GCHROL III PIAT RCLCRLWIN MV C, PAGB]2 AND 72A MNEX nI DATED IMPERNW55iw/GTURF3<SURIPLF$ g4pg pg52 ATF SUE FJ 50.1 GENERAL KGTES A5 FOLU]W'' FOR A POINT OF REFERENCE GOIMIENLT AT ME NORRRAFET CORYERGF lOT 29 !M(M AIWEPARNLUIPRIY DESIXIBED AIWi'i, 1992 ILIg15P, pErgCryED GARM£, PARYJNG ql0 STRFIT LEVEL PIANS I" OF THE ATIMRIILBFA WEEPT No. ARLB5 1p BU1LUN16 502 GENERAL NOTES Pollat No.: 0910 FUTIi-SRAPOF THE NORTHERLY IN O BOOK 5PAGE pTANCEOFAURNENT Ell FUB2 RECW.U50P 9Np CWN1YR TryEFICE y,LSTfRLYALd1G AN PWTRN'TION UNES PER WPLKS AND DfR9): AI.I F-Gi E DOOR PLAN5 51.1 FIRST FLOOR AND FOUND PLAN Drawn by: ML5 II EXRNSION OF THE NORTHERLY UNE OF SgIp IDT 29 AD5TANCEQ2503 FfEr}O ME WESTERLY RNGMUM`NRpy FINE OF MADI AVENUE TOTAL LAND ARTA r oyel l L 10]42 0.2.1 EXTERIOR ELEVATIONS 51 .2 SECOND FLOOR AND ROOF PIAN { i SII DORMF.RLY GARAGE APPROACH ROADVAYI AS LSTABUSHED BY SND RAT 50015. PAGE ID FW.THE ICNP�BEGINfUNG THENCE ERIYP9N (CRMSDNf SNO4NH Ary Re6pp5D IN FLAT Unocal . MGCi 59. 590.µD 59B Or 401 TOTAL VWO gRFA g51MPfp.WUS 41 .3% Al.l BI111DING SEEONS 52. 1 SKITLNS C6¢C9,¢d by. RGS SEI T ATl I' t SOUinERLYNONG SNO WESTERLY RIGHT OF WAY UNE ADISTANQ OF 5056 FEET TO NI INTERYLTION'MlNjrye wldlIXLY EY1Ek^IOq OF THE a1 Fb PU&IC RELCWSEpUVP1 nCRIpA, pSESTMyd[D A§TIC SEAWARD &f• MWIL.pFpty ,5%, qq.l COHEING ECTI DETNLS 5OURIERLY LINE OF SAID LOT 29: THENCE WESTERLY ALONG SAD FMENS^yII OF ME SOL MERLY UNE OF LEE 36 A p6TANL£OF 50.00 FEET CSCF.WfROM W'�` YIN WVPL By TlCglpp BEATELEOypTER 161.191. 52.2 SECTIONS yK y }API iO AN INIERSECUON WITH IIIE EASTERLY LINE OF OLFAN GROVE UNrt No. 2A5 RfCORLED IN MiEOTp20,.¢pGE 2OOFMf AWIIIAIlLE CODES: A4.2 CONSTRUCTION DETAINS 523 5ECrIONS 66PN Tale 1 AFOREMENTTIPUBLIC RECORDS THENCE NORTHERLY ALONG AND EAUITTLY UNE. THE SENT CEllE 'CE ooENOIE9PNMTPEC R007 FLORIDA BUILDING FLOE AAI SPECIFlCgTIONS 52.4 SERIWS T[' rJ1 �'I1 WESTERLY WGHT-oF wqr HALE OF BEACH AVENUE, ADSTANLE OF 5O.G6' FFET TO Ax 1NTER5ECTION Wl111E RSH Mf pPGRTMfMIdNED (,C fN(TES LEDAATREf f 2759 NATIONAL ELECTRIC CODE AG.1 REFlELTED CYALNG PIAILS 551 TWILL D[TNLS $' IL PLAN NONE wEST@1r PXIEN51oN Of me DNIET6 FINE MIWJd1I zOJ]flEGDA FRE PRNeMION CODe fl 1 1 NORmeRLr uxe oFSgIDIT 29. PENCE EARTHLY ALONG SAD WESTERLY gT UN OF THE NORTnfPyY UNE A DISTANCE OF 50.E FEET TO ssz TYPICAL DETAts ILII THE POINT OffMoaN NG HESS AND IXCEPTNG TUEDGUAEV: A PARCEL CT UNIT7 FEET SQUARE. CENI@H10WN 61NCry ARTWIAN WFll A5 EDENmGS CM WT CITY OF ARANTD BfAPH COLE OP ORTANANCPS. �TEPLA 1 q Mil IXCWDfp FROM Mf 1AND5 DE5GRIBED IN DEEP DOOR 715, PAGE 201 OF mf AFOREMENTIONED PUBLIC RECCTRpS BEING PESpME LWpS 55.3 MICA DETAILS ` 1 T GO Uf5CRIDEp IN EXry BIT A', FARCEL 2. OP DEDGIAL RECORDS VOWME 553]. PAGE 24 OF 5AID PUBUC RECONpS_ nEVATIGNI BALED ON NEED 1929. P.Qpgn BENE0.yyK 15 A NAL AND 95C, LS I G]4. IN WEED SIDE OF WEO - 1 II 5 BEACH 1] W CCRN POWER ME NEAR @ OF Na. 35 pVgNIR 73.1 ELECTRICAL RISERS AND Di N PARCEL 3 BEVAnpN - 13.12 READ 1929. s1M BENCHMARK IS ASST MW NAIL DEC He 3672 NEAR BOUTUI CGwNER OF PARCEL 2 nEVATICN = II of SA¢¢TNUMn 1 C APART OFCAVfRNMfNTIOTq, SEGTON9 iOWN5ryIP250UTH, RANGE 29 EA5i gNI1C0UN1Y. fU]Rlpq. NGVU 1929. � A L X MbREPARTIGDaR<YDESGRNDEA FILE COPi /,� 0 . 1 1h } yi ]I a , � , APPROACAPARCEL»F AND T OF LOT DANTICNAGGI AN WELL HUNG aS1ERLCLYY�MAND"AVENUE Tf JMRNYGARAGE AVERAGE GIBAMEIVANON 5100 LOAD 1929 BAS®ON SPOT ELEVATIONS SMOWN(i r APPROACH ROAWU AND BEING WEST A WT 29, xORm g G INC B RTTEI N T Ib, L G 1 kl 15. FEAR 10 OF mf NRRENi PUBLIC RECORDS OF AND COUNTY, ANO BENG THE SAME PAREn OF LAND 7 PON ASRECCRDED IN PLAT BOLY 1 ( �1 PARCEL2 FBOVE ETSOIARE IXCEPrfp FROA it 1 y YYY ,s - 0 IT q ! REVIEWED FOR CODE COMPLIANCE I � a IL, CLCYOFAPLAN'I'ICNEACD 41 I� . rseQ NEFIQ�NTSDnND Doll�0NON6. PEWIT SET 1 Y , bill 3 xevlcumDus: �" IP. �:�` Y.'Y� ��1 tt; II ..,_,.N.., ; ,,...,_..__ . .._ .. 'p1 f ' ]I � y RICHARD SKINNER &ASSOCIATIES.ARCHITECTS K BANso0ohni wholi ruvav 1 304 3876710 STEPS ABUTTING "�e;,�,� fl 5TRUCTU SEE A 2 FOR PARCEL 2 WORK ON LOT 30 ° 1 nts ii ` STRUCSORAL ` ryC Atlantic E g g5e las tI ) • A/C 6501 Arlington' Exp sway * t r Rvld g8 Suite 201 t t /` NNORWOODEN FENCE ` ` 4 / LONG PROPERtt )ackwnv k, FL 900.743-1633 rrrE 3 r { a --� t-..v _ -� uxe wrm GATT — — PROPERTY (LINE— — — - — . . — _ — _ — •a.' i r c „ � V ,A^ \ ELECTRICAL SERNCE 24,4 - �l PPMON RETAIN t l�l . .] C v.. �V.:.•. A I { IECTRI - NEIGM�KS Haddatl En IK I ' ,- � `�� ?� - NEIGHBORNGWui TO ELECTRICAL } - - - _ _- _AEFER __ — PTAAIoxNG WALL, e)' nB+NL .t.-w 2 Harll Rd 5u 5 I I y . . y ' LOCATION Ix HELD 551gpy2635066�Z :j 9pt I . . i F '�4 \� / / ACE OF IXISPNG DETAINED 1 ' ( , �. ' \� L _ GARAGE TO DE DEMOLISHED B i v / eRIU PAVER 7�51a' _ o di . . X '� ; �i vv < . ...� : _ FwNDArIONORaNAGE a I 1 _ _ t l vTl" z� Gam,_ _ v f - --I � . _ /s II it Ij F 92dr.... li 1 `—' ''' k / �I n 1 L. '1I I _ cont aELriv GPaoe ./ I \ V I a w� '� GARAGE II cmu VE;Wn r.HanxO = n V /;I r r `h I / �i it Nsrnu DRANECE NoT � � / � I I V Q,^ W Ti I ,IT emu suProxr uuoeK LI f„ I ;) `:? i II) -t '� -SC ” �, ,xt ' , f . � Q. > v on "' —= - " - - _- 111 A 0 _ �: ( \ : 'k".TE- F �4 v y y 'r `T;' , snwcunomrlu 9 a 5TEM AT UEAEL :, ` .. �., `v �' " J. wucP.ErE DRIVE rcw KErnlxlNv ALL wAr Exrww Wm IT TI VULKEM I�� 1 U. �. <V` //. � / ., ri $ v ',%/ / TT -T cLOPAYGARAGEIVYYJR `T _ i P 1 - A �, 'N / T, y '. �\ XN �� uwrOecm cOMeRErt Prn PEzsauc�eu�xAx"xrs '� �/ A 1 i 1 APPROXIMATE FOO OF - APPROXIMATE EDGE OF N i d I: ` ',< � , .:; , 'T < L.v \ v\,v �'`^ v lift ,�'vI s THICK roorEK PoaER tiI t' allop �. ' , 4 y , , . ., , >,- <v .' , Ie I s ,�, - ,, / ?,tr DATE EKrI SrvNaDREwKEm ELEVATOR CLEMENTS PGMFNIED SCORED y H ' 1'` , ,. >, r' CR9MOP5 HER M NF - �—aNWu OF oERO RESIDENCE 1 yt �, CREif ORIVf 116TRULTIONS IYEKS INSTAWTIM 5 I ' 39Y/B' FORCE AT DPPER IF/fL i wNFCRCED WTH A \ nnvxESHAND e- CMN wnuweM rRADmONP13 PART �, •(p I � .r ,,. 1 I . :.< ! / ,? /y ' ^. :'� v r, ncrer sneu 007 stucco wren cTisT SHOT HxIsn ON I ', 1739 Beach Ave r.. . . .. I `� ^I sn EXPOSED ONTATOINTRTIFIR FACT, INTERIORFACEAtlantic Beach, Florida (I XX EAA 4 .A �� N.LJO Ni551 R,12�WIIIH __ _ FWSH VER(ICRL.p MS EPn MED n, CMN SDPPORT UNDER ui. .y Xy{ r �' Yv \ .y, / vI // , AVE nouz {� II r. it :. ` N v I t �� , t rx s wcur nlxr ix7� Tees AT UPPER LEVEL 11 �.K v� ,z v v I . 4i I ..I v 'yV ' .� corvcaErE DzvE _ _ _ - - _- - __- I 1 ', I \ r rLy � t A �`: x � IT'' � .� � N' rS a ,) 0l0 r I„ t , .; _ --- DETACHED 1 I; "�{ :� 'y5 / \� j �. \ 'y'r ^' ` . � ms coxcK Di �a �Ih �v x -�Iaaaj NAI GARAGE L�✓ �1•'a !'• l vr ' i GT a .a-,w,z s : m4 -_STAIR ' . ; I/, / Te , / f� � $''6LNr I' C .e�,�^yam, 4 OSIe' , :'. / :} .,Y ,v ( :: '' / i \ T'iA'�'v` ,,� vy.<kXI /, . � � _ - - a-z u2 e yy {, f%159HG CLEAN OUT FOR MAIN °,I � "y\X " iAv Af� t � \ > ` /vI \ ^". v sAwcm LOIM IN � ' -- a' D,nu wnuc — _ wareK SUPrr ro REMAIu. 4 .M1,� ,( ! / I.hY�� J { \ gRreD WITH TRADITIONAL 4 E' I T `y `: j ``2^� I ". V V '<.AX.F �' .X A ' j / CONLREFE DRIVE 1 PART STUCCO WITH GA5T SnEll FINISH ON : . � S I, :,' , �. : � % /G <% v, \ nas. I ISSUE ? ,.�.� � / ,` . „ �, �.i>i ALL ExPOseD DI1EEMORF A` � - / \ v: vFTX, v _.. - e a G 5 3/a _ _ _ coreEutocsEs pOa"wxn nI dii os PleEum NnmrPwnxG m yr v vF" HARMANE WTHAUTOMATED _ f[� \V " 7 / v t- t?' / j l Ck off w WTH mEOK - 2 V Is ocvaannwr y k A / ) .% ✓ ' Y / REMOTELY FRagIW iHN MA N HONSE LLL a^r � Y l 1 ' % ? 3 -16-12 Path / 551v �v� ' / J" 4 rKErvcn ow.w UNDER PuunuGs TI P l qi V . .. , R/y' 1 T - PIS 9, EcORPO EXE\ �� XF/ x~ , / i'�F / F \;l , l �I CAST 5nEl�L CRETE DRIVE rn 1 o V " > 1 T F FF Isr / / / v`/h / +n �j ! I? - REVISIONS IT F 5TINGRETAIN'NGWNLTODEEVPINATED. TEPA Y I / FlNISn COAT OFTRADITONP13 M0 p1100 pp T y` ✓ / / ANO ucevE a xo. mre dace � I � I ,/V\, i, �_ ,:> /C ! / Pngr sotto WncAST sneu aNcSrl 1- Ie uvcsloxs I IT � x t I <\ , PROPERTY LINE II T'\ PROIE I I I Scale 1/4. °` NORTH ProjM Ni 0910 iI _, GARAGE PLAN _ Drawn by: MILD H p4 I W - PO Checked by: RG wN+%n� spree E QI�n" MID ACOPIOF inf SNRVEY SHNL BE 1, NpNW M M.L M Y o DIUEF'ORBULoNGINEYTT�oR" °SEH° STREET LEVEL H { , Hi TO MOVING INSPECTION M�I.p..nllptl.11wl..RNI�.MMYNIXW V%rdM Building I.W.n1,NE,mnb oplam.m PLANS r a r,Rn El9nee coe"ena an dMrePRAe.ek P a I p mitung l.Gureme"ts IIT 1� 4atonempt be oplTL Gere onne carmnu.mc " I Boiling D7r1 b Rn, m HIw I.wNm m . IT i gpeowe g,. Shret Number D.H.,�� Al & 0 1 .jjl: 1'Y� I ) E PERMIT SET ((gy�pp^^ SS$pppII t�f�� I 1 ' ROOM FINISH SCHEDULE DOOR SCHEDULEWINDOVW & DOOR TYPES IfA' = 11 , • Z '� a ItF I . MOOR t WINDOW UNITS RELGRENCEp ALLOW ARE TO BE MARNN MAnWANY WOOD INDOOR WIT IN51JUATELD GLAV 5 WITH NATURAL WOOD INTERIOR, MP ORY E , . . 43 SPACE FLOORS BASE WALLS CEILING TRIM REMARKS MARK RM. NO. SIZE TYPE MATERIAL REMARKS PRIMED. TYPES TO INCLUI COMMENT, FXI AND ourSvnNGilNswwc PRacr DDORs. tALTERANATf TO BE InEWEU MAHOGANY - I , 6Z p Q N Z V 2. GfNERP1 CONTRACTOR THE FIELDVE1:ICY COUNT OF WINDOWS DESIGNATED WINWWMES OCCUR AT MULTIPI£ LOCPTIONS. - I @£ Wr n 5ED O £ ; T j - Z a 3. INTERIOR AND E%1ERIOR LRUNTIN5 TOM 9/8' IN WIDTH AMID CONFIGURED PER CHCHATION5. MUNTIN5AL55TOALIGNBEM£ENADJAGENTWIRDM ANDNOOPS. I GIG J„ y Gg 'T 4 V O O U U 3r 4_ ALLOPERABIE a TWINGLASEMEWWINWWSTOnAVE5GREEN5MOUNIEDONIMRIORGE _ .I lE , ? I 1 O Y O F V W p Di 0 3 j = 5. BLAZING TO AN TEMPERED, IN ALL LOCPTIONS REOU RED PER COX s ? y h 1 2 3 9 G. MINDOWAND WOR MANUFACTURER L \ O V = a 6 6 � 6 ' O �V CgR MI.NUFALTIRER: LlOPAY WRn APPLIED PANEL ARf NOICPTEp, SEE FLWRPIAN POROWRi WINDOW SWING. U 3 3 PORLn- - JFALTURER TO BE MPRV N EXTERIOR SA5n 5 O _ AtzEPrAB1E GPRPGE p I' 1 m w �1 ENIRI'T EST wl IG 2' 8 B'R I N4' C - 2 ] g ry pgilEpx AND 512E INDICATED. NOGLAZING k A 1 I2 3 4 5 6 7 8 9 10 11 12 13 ;41' 15 16 1 ] wn 00 �5A1FLOOR NY GUEST PART tzz eB v RICHARD SKINNER 1 "HE 1 i1 , d �,. '.: G RAGE 1 11 13 a I .va n 2 ®nssoc AacxlTecrs urns • 9 I� CAP —. . _._ 5'-IpnB' 54' 4 P[ 005 DAm snowER z�• G - __. '+_•• In•�•' ua."...etu nxw J y 1t R LL=S rO BE PER IX1ER1oR FlNlsnfs U06 wtST RM pRES51NG 2IF 4Y 3ra D z W04 F /z Eu DOORDOOR JL 1 - OI.rs1Df - - - F WDm s ¢ DooR 4 ,z wlom #-�Wat sw. mn � + I -- _ - - >'0 31q A I >F—� s'_ wlDrn 'ate reMFEPm o I I umar.Msmo,sJz - GIA55 > r � f B r — 007 GARAGE a' ro 13ra• I . 4 m5f Consultants f{ a ! 4 14 000 oaslpE GPRNGE z'a• r.a I3ra' F ? f tl �i I °: - _ -_ 6TPIRWfu 2d' ]'-P 3/4' f _ x2A STRURURAL Y 1 D,{ �1 MecnANICAL CL�ET 5 6 10 13 ' 17 0090 OLrsIDf srNRwfLL 2-5 ]o I .vq' E 3 f f �• I TEMPERp Poern - f Cuss. oT Ar n�n[,p�wayter - 5 6 10 13 1617 —IL GUEST BOOM 3 6 t0 13 17 A 8 to L] soup xalnne��1 -- 17PAua o xoaTaucna e 65. RECTRIcnL 1 i 1 i PRESSING 3 6 10 13 16 ' Engineering, 4 I 1 X BArry - — 1 ] VERNONBENCIM SURFACE TO BE SOLID WOOD 6PPxf1 FRENLnOWRS WIm y4 GV55DWR5 b SnONERDWR WROUPaHT IRO ]955 HaMty Rd,5u R3115 2 7 9 10 13 16 _ _ Haddad En Inc e ELLvaresR 2 6 10 13 117 WuwrexrOP TO ae5wD5URFArn DOOR ^ SIpeLOIGUI5 WITH PANEL I m D F Jacksonville, �26i 5066E IBI l'd t /T �souVO PAN C 0. 1 ` I DOORAIDr,M z tL" til '' `I f�Q� }—} `w1Dm of VISBLe— { %yr; rj"' I y A-' ,'wI kle GIAGM TO RE EQUAL I I_ I _ (;[NEPAL NOTES FOR PLANS .T�+� 51, ��l 2HP f r 4 , NUa � 1 I FXISnNGDETACHED GARAGE TO BE DEMOU5nEDNCwDNG ALL UTELRIE5. mis INCLUDESME Is NET UMITLD TO ALL EIECIRENI MECHANICAL — � 1 � � � II ( Jv IiI. T r1 n 194 Iry UNDATONS OR 51ANG THAT MAY Bf PART OF TT5 PORTION OF mE EXPECTING 5TRULTURE ed EO ED - � "r�� P }., SYs1£MS SUPPLY6 WA54L ES PNDANY ORIfR WIRNG, fOI }- � 'h,� ! 4 a ¢1 1 RELOCATE HVAC. POWER, WATER AND 5EWER AS REOU RED ON MAINTAIN 5ERVICE TO IXISnNG HOUSE WHICH IS TO REMAN DURING LO11 muR LION t, qrDEMOLITION OF 5TRUCTURF515 INDICTED ON STE PIAN 5HI AGEI ONLYfISEdI 2 REMOVETHEL5 INCLUDING 5TUMPS AS REOUIR® FORII3 PROVIDE CONSTRUCTION PLACIING AROUND FORT NA OP KRULL, SIZE MAY BE OCGU PER DURING FOUTON5 OF CONSTRUCTION. z ` f N \ y' ' 4 51re UAL.BE C1EANM Of AT NNIS PER OMER CONSTRU IOx FEARS ON A AUTHOR PASS y _ D Irvo CATfD ory ALIGN HORI2ONTA, III I { E 2< 3I8 2a-° 5 ALL DIMENSION5 CHAIN ARE TO FACE OF FRAMINfUC U ON NEW CON5TRurnoN, Uwe OTnERLY5E BELONG n M Muxri WITH m Y � .. 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RAFTSOUND INSULATION TAPE REPT FINISH - T L Atlantic Beach, Florida i I .- 45 ra uEwwooD LATTICEFExcEe GATE Ye q q TWICAI e%PewORwnu corvsiRUGTION I { F5HMGS N u N - 2 - Irz ON MMOAmlNG COATO WITH CAT 5 PROCEED BRFAmABIE LIQUID APPLIED WATERPROOFING 5EMOM AJ.1 2x GMITER @10FAB •ICYNENE 51RAY 1N%ULON BL ISI ENTRY DETACHED •1/2'GYPSUM WALLBOARD FACE. PUP e nwsn - p PORCH ' \ Bwcx TREAD t wseRs ro MArrn FX15nNG GARAGE Me ¢N. ON MAIN nousf lNrDWRENrRr ' I OOP 11 L m a GI I ¢ 1 Li � 1 - - - - - - m . ' I " GUEST NEW srEFnxG sroues 0 d a m M ROOM m ;y� ! � 3� n 5 12- Li7we JM — � .+Qrr'iA5 H HPrvDRNLASSEMaV� t It 3 7 DIY q'< uv qv vz' qa ra P CAN WALLS SUERORTING AND i N t ISSUE I i °. Irl• { TOBECOOCUNONCONSTRUCTED DU51NC ULI'UU I . en . dMe p dexnpean TO °f CONSTRUCTED U51NG CMU WWW 1 9. It LL ENG iV32 WS 72APP = m _ -10'0PE PERMiSEI 9 q ELC'Y/ i Q s PRELIMINARY Pwc RMAGSTCq.UMN � 2 2 9 ILPMENI .�? ♦ -z A. 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ARCHIi[CCS ENCE InEvrfN AS AFIERNAt VET ) _AAS 4SpcvGHTs Y - fvlmaA,«.e la-a,.eaanaa ,E HANNALSS ARCS TURAL \ I FBERGIA99 ARVI2KNRAL ALL h Sn NGLES MATCH E%STING HOUSE - 5n NGI MATCH OSTNG H0115f VanYnuumisn GRa l I AZERTRIM, PAINTED T AZEY TRIM. PAIMYD Tj ❑ Consultants ` .+`y � 1 ', neGNPRMRALsrSTEM- 7 ° I 1 - -_ ) RN snwm- f ❑ ❑❑ ❑ rr PCALT 5PACING TO NOT - L PRESSURE TREATED C£DARv -0 T / } PR55URE iREATf0 RAF1ERTAIL5 i0 ALLOW 4'SPHERE TO 3 WOOD SHINGLES (SPECIES M A ❑ ❑ _F - MATCH ENISTING MOUSE qi ( - TO MATCH D(5rNM - PASS MROUGn OPENING _ R OVAL OPENING WRAPPED 0 NATURAL FINISH ❑ _ 11 L X{ f -AZER 9GRROARD AND T _ OrrHnUNGRS � I PRPSSURE TREATED CEDAR WJOD SHINGIYS - - - r./+ , 5PECIE5 TO MATCH EXISTNG). NATURAL nNISn 1 _ - Fit _ AZER SFIR20ARp AND CAP t T _ _ _ _ _ GUST ROOM RWR T IE) M ( _ GUST RWM ROOK IR � I N .. T_ .L I l ... -! t +0 ME _ _ +0-0' AFF My 1 _ JULIET BPIGONYRWR _ 44•APF �'." � D _. 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K I1 n L +I�Ft 4zzv IRt PIN+'1rf d I AI LI i MARVIN MAn�GAM'CA5fMA5TER ' ' . I i nBERG1ASS ARCHITECTURAL FaERIDAESS AR09TEQVRAL kIT. � SHINGLES, MATCH EXISnNG noose wupoWs(wvice lneWPN ns SHINGLES, MATCH fxSnrvGnwsE ISSUE j ureuumenl no . done desorption A2Dr TRIM PANTED IV 1 f std I II s. AN FREUM NARr PwuxG // P 5 S 1{ I G _ 2 / 9/ \, 2 DANISH DEVELOPMENT pp I- rcRMn sEr # j (X HUG PERM RNE TICKET IN TO NO RN � WTI OF OI£N NG ALIGN f Sn5PHE PTO PA55 THROUGH HOTALLW! A I $ _ \ won THE Donom DFAFuu T If TT 4 N 4•srneRE ro PAss mzouen OPENIxG SUN G�E F14 r :11 HEAD I„ �I � - - PU55UU LOAVES RAFER T-r �� - sr. r + APrP.OxIMATfF +513p' A z93n REVISIONS ❑ TOMATCH TREATED EXPRLNG HOUSE ILS P I oPsn NGLE oPEry u65 10 TRE �❑ o . aeta del k woo0 snwcLEs (SPELIFS L • I,._ pLlon A I ' ❑� �❑ TO MATCH IXISTINGI, 5 —T I {h`�Atl _ LJ NATURALI N Al - ++ OPfH OFEN OPE fl'• Z - ❑F To TT_ TO ❑❑ E I STNPS STAIPS li AMPS - — -.. 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V { VRAVENGl5. FELL WITH ' 4• RDji omsnEABLE ANC PERSWGEL` r cTI NG5 COVERER 155RDH ADERGV55a TJNR£ URAL L \_ �� j _ 5TTIICKWATE ROOFING EMBRANE5HINGHS, MATCH PF£Lk 5 \2 AZErc TRIM PAINifDWI5nN6 ngA5E 2 HBf9GU55AMPHALTA nFOPHRAC } N -- -- GA22 - - AZEKiRIM PAINED RWFlRV55E5 a Z sXING1ES TO MATCH FXI TING MWN HOUSE 1 ` _ 21 NER i i ° I i r - I % 6 BFPO BOARD ) 9 _ RICHARD SKIN 4 - Wa2 r D. 2 4 m d 6ASSOCIATFS AACHITE CTS PREIGNUM TREATED 11/2 AD ER TAIL5 TO MATCH PAINTED IA2,2 V7® DAR 5 GHOSIBEPRESSURE TREATED D 0041WXSR�LIMENEIG m 9A08 M WOOD 5HINi (5PECB L I� ILII JI WCOD BUNGLED (DEDUCE N5HATION 1 % PEEK rRIM, PAINED 9 \ e ��r,py}y,��nz TO MATCH PAINTING). NOMATCH gTVRALH W55PNGT. 5TR1 ®56FIOlRRINGQCOPPER GRIP FIISHING � IAF I A HOWL NRIFNO NAru Imo. Lw�ERTU1 Consultants I x 6 BFPO BOARD VERTICAL I 2 x FEED TRIM, PAINTED ? r WCOD5HINGI£5 \ L1- MSD GARA5ePD PANELED To r ' `r I - T � . � _1 B/ax nzfrc TwM, —v�rlw. IxruvwNGs J L LRIPs p l6. OL PaNreD I/4. - I:a GE CONCRETES j •' _/—WooO sn GRRIDNGDSIPJns I RB INGLES I J EASTELEVATION �iORTH ELEVATION BUG 5CREN1 VVRArPfD AROUND BOTTOM OF vERncau nORzourALrNRwNG SIn2.2 PIBERGLn55ARCH rECTURNFCONCRETE To I b'ABOVE FINI O GRA I � I 51INDIf$ HATCH EXISTING HOUse g4X gA22 T `vul%FAI OJgnrvG FROM WrrOMI DF - - A2EK TRIM PAINTED P �� TPILaSeal LENED EDGE ON CONCRETE GAz2 • - �� SLAB. RENORDE oyA SHED WALL SECTION _ • t i HANDEDIM 2 /2'= Ib - Pbb HANDED D _ Pus5LERTIT arrnRATF RTAIL5 V - ' - 1 L2' Id 'II �. _ ._ TO MATCH FASTING HI 9 X DP 5nEA HNG HERS RUCIII It _ _.._ _-_ _ ___ _ -_ ry - I5 - - PRESSURE TREATED cmAR ` a �� /2 CRAMPED COVERLET LVOV'M PULLe OFING N . i TO MATCH UID IDTI (sPECIFS � .. Y MBERG AL55 ASPHALT A HIHFCT E e _.. - ` -- -= pbA CXNE%SiM OCYR iD MATCH WSTINCL r I ,� ( _ FIBNGLES TD MATCH f%I ,IIJG MWIPN ONSE CLEMENTS TOMATPEATURALHNISn / _ Roo'Isrv;usss 1 _ - 2 EXTERIOR WELL 5HEATNING PER 74 - F RESIDENCE - '+1i f I' _— _ - w Wucleoaoo�Pil IszEn ZiAeLE �, l m m 1739 Beach Ave d?(ar 1 1 P lis f 111 ' •�( �IP • �&Yo _ . ism �1 uz �LONEDTRI , PAI Atlantic Beach, Florida Y % PEEK iWM. PPIMEDJ 6 I g _ LRnr�ERw1 � " s WEST ELEVATION ® UTH ELEVATION It �) I1 ' K . P% 4fK XALEAD OIIBOAP-0 u4• = No I/4' = DETACHED t 7l � q PAINLeD - Y1 zxAZEK TwM. PUNTED GARAGE t t I % HOME PURRING 5TWP5 5PACE0 TO SUPPORT 5HINGl6 3M, —vERnuLI xTURWNG srWRs0 oc 4 Ic 4 r q REMANUFACTURED RWP TRUSSES FIBERG _ VSS OrEO E1NRA45HINGLES TOMTCH@SIHNG MAIN Hi - -GdU WALL REINFORCED ILYNENE SPRAY MSULATON AT ROOP I I ( ' , (R2a { WA�RI51 R CARPORT EAVE ssDE �I It 3/4 RODP 5nffoA"N , ENTIRE ROOT 4,A✓ �,J I Q. - U0 9Im. no . date description B/A2Z- 5TRUCTI)i Int. AMNG5. ti 2 z 5- Will, COVERED Wlrn TROTELTOWRPP-RAINPRCCF � 1 60PW5160DAY'PEWtSTICK ` r 2% 40IUTLff%)UAS 9 D9 PRELIMINARY C 'IT � _ � ROOF sn mluG PER I if �� / COPPER PIPE HASHING 3 * I % FURRING ® 160C x)J� Flft BFL4TIRFLY 4`ITII PEEL _ 182 PWArt SFT / / y MATCH PG�kO MNN6 Tse 1% 6BEAOBWRD CEDING �_ . A Y COV rE(TURN 9AG IES TO L / ( m n % P3HR TR 1 ! ( IM, PAINTED PLE ON yy � I Y H(ALSF �-/ iTRJ STING MAIN WnOI15f O ROOFiW155E5 -- -- ` INAPT f& TPIL . . . _ _ �j�? Iry ! _ _. � ENTERIOR WALL 5HEATHING PER AZEKTRIM, FAINTED RTFD�i RAW . - 1X6 &P� BOARp m EK TRIM. PAIN - _ 5TRUCTURAL DNGS COAT MIIH I I _ II 11 T �� rx6aFAD E EASE GETTING � uou1D APPLIED BRFATnABIE 12' ' INFURRING ® 1OCC D 4L-R➢CPL IFVRRINNO G SIRIPWPS ®EMA116OC —_ . I, L uerc TR WATERRRI xIf SYsI5T zx AVEC iWM.. PaurEn nD . REVISIONS 9 I + Nr® 2%BR I/B CONCRETE LINTEL OFAM PER ( ° + r srRuauRALDRAMxvs , L J L MOOT RAPIERS 16'CL PIBERGVSS AR41 ifLTVRAL SXINGU'S SPACED r05UPPORT 5Hl - PN M o R ATCHFLS(RNG MAN HOUSE PPII/IifD WOOD Sn NGl6 NGIE5 3/B X2312 TIIONN SHEET t1 1 � 3 I _ o 60 PW51BO DAY TINT ON AT ROOF AIEk TRIM. NG. �RER� CARPORT RAKE — ale: 4. _ , G. _ -. - •� COVFREC vnN1 I IX4RgP� RAINPROOF - LIQUID 1 i a - i - y ti m o ' ROLF5HEATMI - R WATRIORWALL SHFADNNG PER > Y R1 STRUCTURAL DRAWINGS, COAT WITH X11 m ='.. r .` ( G L L _ m FE ULAN N MAN NLCTPE MATCH ROOF TRussB ------- PRELUDE _ vERrD APPLIED BREATHABLE PmIeNT Ni 0910 � I Sry L Ion FUNATING N'� �., m . ; \: I Dawn W MI5 N , ` _. . , ✓ .r Ixnowz FuxwxG sr�Ps W: n �, 1 5PACED TO 5UPPCRT SHINGU'S Checker RGS I ( (DNSTWICTIDx Shee[TPoe t 11111 _ - - II, FILL NNDER �_ , -WOOD SHNGus CARPORT/SHED I 1 '., - 6' LMV WNL AIA2.zJ LMU/CDNLRETE 2 BUG 5GREEN WRAPPETD AROUND BOLTON SECTIONS PE I . 2 zya "� �VERTICAL< nDR¢DNTnL FURWNG - �UAW� DN ELEVATIONS 4 _— . U -COPPER DRIP HA,rnINF+ - _._ n ISI ..� I '. y L 51DPfi I P2EKTRIM PAINED I •P I ^+W1 • •R- _ — — At REINFORCED CONCRETE BEAM Sheet Number E i I r z x Azerc TRIM, PUNreI A-12 'j}' I'D IH• �.. •j'. I % A2EKHNM. 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II - zx Pr aucAI e zj N coPPER CAP wnIrvG nousER cnP fvsn xG s I� \ rz snPAND sEou PaxrEO Fx TRIM, sAll 'I \{ II sn xGltnTrxnP.sEMCDAre RICHARD SKINNER AT V mss z 1=I p l CARE . , DMPu a z 6 � / e,nssocurEs, nncxfrEcrs I n 45MA ,�nnk D a T R %WCODtiWING, PNMED _ IT p BIL ROD SWFN 2N6s1➢D WALL a /.p 2 12 .rvaM1 3 O1 2 BOTTOM % EACH I %AZEK BIM, PAINED STRL'QIIRAL DRAMNG9 e _ W9Y30 L' ASKIRIFL PAWif9 WRnF _ 6 Wnayu .OyIP � l 1 m PZOR LAM le - V �� Consultants If Fn NreD < „ 1, I x AZEK EXHWON wm5 y1 ' { ,a { - TEAM FAINTED P © 6' SINGLE PECEMMB, P N 5q�R Rwa 5NUCM/RREAL DTH NwNCE a DUN, A U 5 snm5PWe �—IxerammSLwD aonW 'I� � BURNEUNTAANmCry N PNNIED _ DOOR ACUMELY 1 } ll SHIM SPAC/T � FX} NSIOX MMB PNMEDV2' AZfRiRIIA E% K M Y or rOTH FUTHEW PAUIIO i. 1 wwvow,�saeaLr _ GOTTEN/ 1R1 a kill IlI { IISI �p lxunucEA ! axrmR N M Tol N 0. 11 d s _ I'I x ' POOR XIII 11 P �I PAI � / KTMM. _ . . .. AIC P --' axPr 5u6K IT 9 11' I� P t�k � .111 „, 'i 1 a• n P.a _ 5 _ 3 _ E WINDOW HEAD 4 ELEVATOR DOOR HEAD ELEVATOR DOOR AMB I I X111' 3 NI It,d i,Il nl MATCH AQUILA COWMx Sea f { 4 -I I sH xGu TTW E �4 , s WINDOW p�xMeH a' z" v sic• _ xwrewx6 W oRMOUTu. IU sPAGFD i0 ACLGMMODA E P 1 T BAC WOOD s xr . . . . _.. . — n ury SASE.oOLOWNN MATCH WITH CANALU �9 1 E ' o BACURD A - �- COwO115 - �. PNGIE ATTACHMENT AI9 LL. wW ILI NO PENETATOxs ATARI BREATHABLE WATERP nNG anU lrp1 , IN CHI M4H NG. HEIGHT RE%ttJM. PAINED i srETEu r I� a 1 fl l ' IVXAWIRGNG WN o 111 1 /T.'=- IT fLAA I � 11 I l i ACAT TEof NDO Nrro -- V,.f COAUERDsu Enry rsPNx 1116-OIL i I t Ips rxrENslOU LNnS. DiAs51fity r /. ancURROD I IT I IT XPl I c z BRICKS LL IRO•NLOCK PLATE END CUT TE SK'XAZEi TEAM aseAIFNF NIRUEHDLME��DNTD v D y UHNG IR=`LL1 „N OVIDEMLL W B EN w CLEMENTS xWmDAPR➢x END cmu a CONE ,4 � 2 AEC R BAD _ a E RESIDENCE � P � 41 r FRWERMWWbR� _ / NOTCH o BECOME 3 739 Beach Ave r , KI 9 A WOOD 9n1N6LE9 - - I � l � I !/ /7�g(_. z% rr euav V v T—BOARD,m xGls' — / 5 a - - Atlantic Beach, Florida ' yf l {i 4f,EPI fill' I NE ONETRLRA GM SH �� Diffo Rf TO MATCH ' 1BJM PLANTED � V 14I i WALIEHARB PREP / EMBI 3C 5 11'.. i E � FMEGORWANT�Sn 6B / \ w EANG WNMO 1PNMED /P'AZEKiRN1 / LO Il ( I IT T GEl CMUwAIL MCNORCEPER OORAUENUv 12 X3 I 2 65TDD CORTICALLY, CON CO) SRUCNRALDRMITI VU COAs EXTERIOR MITI WIRFM Gx IT UNG 1 i TOTED WI IT LIQUID uED HORIZODrAL SPACED TO DETACHED GARAGE - (� �>! � � Har£LAR E£PRODFIIw �� A^CCaAGODATE WINCEGIETEM - ,�II� \ T R D UJACHMENT cnrnellrsu ax — T - l � lift WINDOW SILL ELEVATOR DOOR SILL ELEVATOR DOOR AMB ISSUE ft[ { 2 3•_ I� 5 E — nom J id BEAM DETAIL IIkl no &Wion cescrPUD mxNEV PEAanc PMERT IIjA I II STR.w OFFT/ASnING wIm v \.. ITA/ / n a 1z1s1z PEUnD SErEw / wooD sn rv6us. o-POsuU TO Iva' { MATCH IXSi NG MAIN HOUSEIt II if I� . IxmolDCN Vf Tit Y. 2'IWM PPMEV L • Y ( WA�i,EFAPRaD NGHS15rEM. �� EFEACEE LIQUID AMWED DRPRnA&E _ ” II.. fY [ FBERGD55 RE rvFORCEDT X % f I h \ NOTCH _ AGNATwrn PNNBn I x DUMPING KOM IV I I I: p Will AAEEHMONT DAR Ex SI NG To ME WOOD WATTIRRINGWN"6ONT Pik TO .'. 1 � Ir C °d wPPER CAR wsnwG� RTMnMENr _ . WOOD nNGIPs 1 N OPENING TODEHCHIC MET 5NGSYsNLY ax xOOAN D AREEVE IVB ) sHN616AIN TO RE TO MATCH y . WOOD SMNGI£5 I 9 90 I . I ,'� �( � � % WOOD Two TO COWNE THE TOP Cvcu sTNGwCUT TD BE - wu 5TRUCTURAAL oreevauGA Yom, ��DD snrvcu_n GRos REVISIONS 1 1 SIDPW TO S'IW WMIX VfR9CA1R.SPACED Q. y 2X BUG SCREEW. WRAP nuP aFTnEWAL dFPI NG rcR CUPA BOTTOM of RAW _ mEGOR ELOAROxs I' 1I ro . date daniplion Rel IAYWS WOOD Sn1NGIL HEAD Pool nOusE PER HLERpR&EVArof 2 Y/ MATCH E%Si NO MAN 2%PI BULK A7Q.SHIM \ .¢EKSHIM ! 1 %HJUNG WW VERTOAILT 1 ry A 2 M1SGUM TA N TOREQUI if t c 6 PXPT WOCK�M \P/ I 2 I/2'E pODATE I�ppUCINGEN'T BILFERROO � '. PLANT® L o WOOD MORGUE HEW 2x PT TRUCK _ . _ µVOD$TIIxG1E5 E%P05UU TO _ _ Ig9 MgiGT1 e;1sr rv6 MAIN nouCE AND LN.nB _ I Sole: a5 NOT® V fHTEGOR WNL bUDE OPENING To BE WOOD qy X III `F, CalmvAC — _ ' ProjectALI0910 " COAT® WISIn LOCH TPPFLED Sn N61g &PWURE iO MATCH ET /\ I d 5Y5TEM TURNING RDN V RN WY. v ! Dawn by: MLS ET 2x6_ _ ! SPACED SOC I x AZEK EATINUN/AMB P_ -� Checked by. RGS / 1 W INUATil WATERPROOF NG E%ISNN6 MAIN fif TOR ALL 7OBIM PAWED Eld �i l . . - DOOR 0.eol � � �.. I AI WN HORIZONTAL. Shee[TMe 1111 1� Y fW Off ATTACHMENT UNION TO TE DOX3 a-AlCK TRIM \ DgPDMHDOIIDBPfl® FNNm nauu AND BNGWM� ALL DETAIL ' a 5GETIUMWIEwATERPROOEHG +I _ f� __ W S c EMEGOR WAIT SHfATT NG OF&I NG TO DE IWOCO y CORED WITH HAND PPNED / 5n NGIFS, IXY\N`URE TO MATCH 1 -_ ssTEM AreRwDOF NG asnxG MAIN nlDusE < 1 o SM1eeT Number - '1 = A-4 . 2 i If#q` il I�i, 4 , �15HIGLE O NPENING HEAD SHE OPI INGLENING SILL ELEVATOR DOOR JAMB BEAM DETAIL O I 3' 1 ICP h� PEWIT SET t an pII I I I I GENERAL NOTES. 06400 FINISH CARPENTRY` 07600 PLASHING AND SHEEP METAL: 09200 STUCCO (continued): Iif The colm,xWr>b con>waw omPle4 mewwkn mrdare mm me Genu! 5 Gmmn and Treatment I. Mol 4M,dmwres bra rab.caree tore n [x,s xdw. SM10-u ma4na> >bpe>, 5CAFf.. Eofil ,it Hila a xasM1ngand EM!, fin ndelid, 3. Pwtimd cement Fwmr AP ,l tan: Al Voll 5 Occumfiewe The Cwbabor sFax repwm Gz. ld e. meed« «rtlptm and a�5o p+epan[on- TM1eTo, beeshalrwkbe a PP made clad work of dleztradaner her,,, n[ wNOGim wRand>IOLM1er nror'mrtmne¢»dry toile 2 Daps Pgtand Ccmcm Pgsx,ARyl�lyw t hAr C92 heartland wmenlpWter maxmb. guann@ees' lum>F mrtn a> abwcwpervmn Mols machmry equ pment alto d>. 5vbgmdem P+epanton M1ys been completed an made ready to acceve vap¢barnw mnstrve400 spxfiN M1erea 2 FlaN rg and wn4XlasFn9 a com�tom and mxesNmmplYwm A5iM C92G _ I 1 � ill wst> wnzportEmaad nwdenb> nexsmry for the mrer,fi northewoh. ter TheNwa bra AVE; a applied whim tell w fill rsxm>wlyrve[. 3, Gu[4rs ant dwmspm[s b. Nu rMEun : Appy PMand Cement Pl r dmmverhon neo4d. T +I I t n, mrvcm G4 ant maxn µanw ora %A Awratenal apply rttal Me dwwreteurn 2. Mev rtmesb xa be trytn at lM1e bu d+g and rN+�=M wtM1 cennedmq work. 5, FbsFyforall roMFMMi odetrxare ePmrsM1 Coat Rd dfin>Fw[M1px>ne . 5ubmrtavmple for lerturcaM mlw4be 2, Comm that apply be wvrdan¢ wRna aw> wde>and ordnanxs orz, s "Arthur At dddoo 69t . dNeOil threatennm bappYthe luaca^e, Pddtona tav�M 5. FlasFy rtexwatrve dpomd w4Dd. appvm by ArcF 1 I'' II t � ' •l rederf that appy Al4m [ [ IIadapplied doom corp; rye da IouMrtw ora b. 3. Ux all appl✓able NandaM speulw4on ant 9rvAa5 rvks �[ I 1 = m bw .>Fa be mud W a 20it w 5% sdu4m wile wa4r. iK xu[m sM1a Ne be M[Tq M N5: T y e. tantraFbr orotic res wbe bra a hsm ate and r�wPeuam Me wh. sv.avma MA15 Mal tuuappl=Awe: m for, ouxht« ane ,hwm ArezAls: eoa q: 6a. wpxr 09250 GYPSUM WALLBOARD SYSTEM r appert Out eedt uAl gppvm[wdTm-Mr nsxLe et wmi M1amngn rkerw To m: AeaF poplar to be pa nod unless rW4e oTervns_ 2. rhr'wgn P ling: . 8 maka oa4ecoppw I ! Gc[ mmcd oke al ril �. � 4. COMr}dor Na nWNM atelYdaMl'eedxwpamm w,d the dnwmypnw no nIX m44 to sa plats 4pPa4s low branrs aMlos6 wmtl Muds rdfers M 3. Orpz. l6oe. mpper. & wee rdemEal F^'b I. Papeeme GYP+rm Wa basad as marvbc[umd by'. GP Gypsum Nat«a Grysum mmp`.aM i Wpe+iwmmq tFe w>h. >uMwnrg rodn5 cwdsea[h nq and e+4nor e=c>ra4in wet vnrt. Ap�vatbnd 2. FMmwirm. cellular p.e Ner'Mm boards to be';W^ted. un e» dMvme rcrted on Me 4. Gutters and dl ,,fA om l6 m. rcypm or VSG wryaadon. rcduc< aM m>Glla[on to 6e Papmlex Hood ry al lwnn9 ^ate%a s. IzF + I Tim hot ben ckacrordan¢wEF EM1e nnnuRmumr5 wn[4nrs prorde dramngz. 5, bbrrml pendre[om: lul . Irmnew tructon. iV¢COMracW to ortle floor t,,m HAI rn[q clic A [m Na raNa lnrmn4as mm e4 an 6. flash er orinrsM1 Mm: 16oz. o t ie ,, s. COMactoe Fau RDtmt di>t Fq nwx o mm R a .wad ova ami g > P d +g>wa N wp z. Denery ave swag of Matra>: u maema> Fa beeeiGewe norm«gra mopeme RICHARD SKINNER g ft �" ' tempoF+ry ora lsmxcurc msdy Muse mmugn>u[me mmtrurnon. poor to hur anlyr time wood ev mmponerw,ure, rztmd 3. Ea4norta ng5drk: le66eae board clear pmK� Wn4d ]. Vllerg panic un 20 ex4rwdmnane wrwwrs: l6 w. coPyer wattages am ztoree Han enc odW>M4r Rove^9 prated mlrom damagehe And mr, murc &ASSOCIATES.ARCHITECTS p f TmnA cmi onyx ly. d Jr,. q a[ rva[gB M1wrs bmhe,ma,vi da B. ValkyP Mrg: 20 m. wKper tnc elcnen6. UamageE and ee4rwa4d matma> µa be re dlrcm the prem sor l f'P+1S ,{ A 6 TM1e aro oe be lee, 9e Monrleanak allthrultfi Tll Are The beceanee% be llbeM sor n9, kni t bmd n accordance win h,x[ms. 4. EKrw True NaMware: SGnkx Stet 4 r dexW daY to remore er¢x naterals and dcMrslmm Me s2e. the COMFutor stall be d. Term M manulacWrers vex Nen ns ACLE`fiORIES 3 Gennal CompN wN Fed. Spec 5St 30 type arson I trye3. taper edged and the >AMvs la�wk ttx M ( mpaMbefor Than Gearing d all sauces prw to mal«ripanq. m b 5. EKr>r< n4rwM illtryapprovedm work pmY Fraw, hA a Tr Wane I . Porde ala«crsorvo ham Ple4IY'ball Feet metal d title vine hryd d,rehab as tem Ill ad form ,pe��ed bew n qb we[Iq and n=wµ elday I Mal in the, I W c � a IC ArcFtulurel Re>wrceyM w>h nremrtoml m>dldrlgs arc prcry will' to when applvd or mettl wnrdr [All mnbK a g, w6 suews batty ttc mum dlwn4- nll ] Wn4 Aar Fa moeem4wMOwner: atongeda maeenae. parFingdmnN.umw SEE SHEET B0. IC50/.2 FOR STRUCTURAL NOTESESPECIFlCALIONS n>F won Mmahill xw[ weweeta . sprea core Gell bkm� wroxr..eagnmenk mns/e mole with w•g legem operce lomeom: celmg> r�.a.: s • 1 1 tL{� eFck? ant stag ng of Me wort a ane eeb ng, Fat members of n[enorkmsFT be bark cd. (J eryosed wAace»M1a be 01591MIUR MFTALS: /2'Wvk with ong edge> romeed or beveMd. Lxsa[ons'. WaIR {� ) or>µedulee M1nnF Prtande xlaton bamerirom darn In nerals Iwla[e horn o[M1er ^atvrab imlud+g wool. wuxrmpombk to Tdoa Pull rxrged 04810 UNIT MA50NRY A55EMBLIES: b. �a�sM1mlxa«n. I'dcomp=nwey,maee an &V wmrcor R.All and irbi q lwmngs 4m: > code mob+chg wEe and compedee>gnmma>n4mm be Consultants liken bamersmane wretvdnn Gnaw Jerry GFdnlNx be eAa¢>. NsiAIJAi�: xe 4,qe add KKSFahbe cry My mneee by 9O mman�acGrer or the qrP%m ora lbo>re 9. Grczpa be to Pmnde mnYmmon prevent work .edcdbu[no[n x=arNlm4d N. w ea[N¢et how Rens p+egerN are wbsW4a vsccu+ee int made mmPle4ly axd. bn4rg mmponM my be wand for TnnM1ng r neee we the marv4durcr. STRUCTURAL a I danugB to aeJa¢n[ W Idngs bMxsp.,g and ryury to IXFers. a Lonnere hawk wk� 6. 6dumns'. Pl"an" t Gpercd mlumm of zoos sndw^ m ernungs 1y nGB. GpG and Bax b a4r4gF[ irsng best pmsbe ma4vs, menioE and workmanNp. AlEngineering xSery ca O. Mortar hor,. r�s main Man nwx folumns s. Pastenng Devices'. for Mor lM gyll ora bmcd illMi ball wain with stat tal t O. Sana urvYr� Marmdthe roIdn9 still be [rcatee tncrwgM1v MOwwSpest mn[+ol d. ccs. arcnws nxrts Md2iona wateproMngNouan¢ $5.000 dr,uh, desgncd lollux win paum-enven tills net ex an harp vn[M1 xN-uppmq 6501il Arlington Expzas1 I I wmpamyti Atlpwa[« Fall be maµ ally by perxnne oensed by kM1 sfa4dfonda. anng ]. Ertmor Cedar Sn rwlm: Wotem cedar shn9m A*enwn aMbmatineF rgeson Mon M1rmds grad xlf dr ln9 Panton Building nBIT vill,FIT fI ort€ Ibe pronged. Hare. 8' w wear sFngle m lbue Gill war nortr lank preswre presma[ve laz'ksonville,Ft 1114 z. Meawrcmen4- = k+inA Mehudlq and woekm tint win«nnm.4hg work. trimpent At "i 30 year warr,kay Paturrm and wymure are sMwn on JorealM 079015EAIANT5 AND CAULKING: 6. Ere,fii APPN grvwm mmimmheatr fit and xaggeron And p,to Book block lwMa 9oaT4sa633 � I I� !� I All me3wremenb>M1al Ed taken at theta emg and wohed ou[wth mnnmtng work. CaMract4z>M1a o-ame A)0n�g woAon which he sµpeMen[and report eM=+F°" matcM1m>tng Man nmx. Imtall pc C=dar 5h/ke a^d SF yle Buruu guddnx uvrg dPoa[ng erNs Neatly nut board WMamund wEeEe ant dFerepenng>. Dive xrcrn ff I vera or hficence> and work shy pwesd urs[ sooty mnetons lace bxn renw]sd. nbnkPs>tee fastexn. e5GOPEM,M, blumFall 'no na4rals cqu pmen[ memGls. knmportafvyh to Sign[y bewfaxdparb ant nabw2M1a 1/32 ncFdmple ngyp>um boric suRaces. ELERRIUL f l2, COMnFN+Fe miry WONnmS Lompmua[m n ¢ General Lab tY and Akaminle aR+liu4aNmNlla[« eod wpemsm neu_ssary4mm(Ae4a su Vng SaPoks,^d +py4d a �I Lab tY- Vor is or covwage shat ben he amounb rcwnmeneedgOwmry m,nnx Agent. 3. OwtYAmerard. R infore ea r nrysGn res: Relernfo lxa4sewxnd�Kl 8. 5Nr mmpone : Treadsa W>ers 46e who Al smwebmatd Pmr inch mN 3coats wR. ], Arceswnm' Apple ,Turner wMor . HadJ3'� EnB neenn& In[ €P s30.1/ASW65pedcv4gns be mawnry strudarc ¢ om m trd. poyurmnane. um5mim sRWappmaee lora FaPWra asxr2N a.nWxn[sabaw. I. At allbvtms nervrednlanswolled for nercm. asn96eaes emwPnls antl mMm pn4n 3955 HdR1ey Pd,Sub 305 i n w 2, Grim,cm AT lMon, no into epp , s_ Pira wvdan¢ MmanuMlureR nRrvc4ons. Norder hea Plan rid mhris sro sFa bK Y a sfa�ex dell roll 3. At Omer nt al of,m,xt rib manubct redtwul At ant x9FN¢atment wvmnd bat vnN s aeady . Iackmnv,50 6 GENERAL CONDITIONS: 4. SUBMITTPIS: 9. Se wild maple venxred plywS='e maple msug ( wnIX spec Nol4d loan pans) xfiere Sand af4r appea[m dM1nalpn< hea[men[mat ane gave wrfax sm>IXM1 and ready 900.363-5066 �I oo7oa a Man�Mrercta�l�a 111 LntN 1otR+^ducb mee[ wexard>pecTeerga wmenb. wap compo riga reemrmke weekuMu ms mnw2mmge4 TuN wakeR9xk arryp>ttgebvem nokby others. µ m �II { i ile 'G2nen Conti Eens d,Aemntnck'AA OecumerR A20 and Al 11 and Pbbrcwfee b. Mx Posgn le+f 5x5 03300. alpearan¢ a _ fano of pgrxmer26e[wxn Owry and Contraction for ConsNrton PmJeds of Lm Md c. SM1op Drawrry>' S opd wogs for fabrication, bmdng ant placement C640CABINETRY mn[s m Treat ankokodrvm with net km than two torts dlwM ,wcd, do vine manes'azpn2z. III � ` �a � Smpe 'w'Ire+eeM1e Hawsd Paymen[ sme Cmt of to, Work%maFxwtnaregotatee wnlwe meM ban. Carp ACI 35Manua dsGnMFe Prac[xiw Octan rg I 5 pe: xe dnwmynfp beton ane xyk of caW^�m. Frwnee=+mpledubrw[dmr wM USf OF IERMs. Gulhymatwsspew�l sd are fo be "sedIX�y at well bcapom. feaµplo MS wryane out lromegM to dethrone on bole sdesdzmmrs. # A Guara,Retd Ma.mvm Prce - H9] cd4op ssusd by[K Ammcan lm[4Re dArcM1ryd0. Renlorced Contorts STI bar xFedves eagnmsd hank bars rrvp sryaw vmpe IV Then im apprwa ty0.W^=^' I^4rwrpo9^=+and Renter SZUrR natera6 arebbeuxe ata ces and >m wbere , dell for water I 1I [agetK+w,in ehe"Suppemen[ary 6enen ConeRms snail beahurt dthe Con4ad she«ng ateml4e> M hh amyements and vsemb esxregn red lorfabnca4>n and pppmaa dSMp Draung>ve repo and prior fabnu[mdubne[s. All mbneb [M1a[xe 4gnlnwv or wFue spxlealN^mtrd on dcawngs avadng to no memb0)�commenµe by Apply k, re gypsum Ward abuts dhe+ma4ras uness de[aletl IIt{ - Dowmenr5uex mMfee ameMsd, waved m clanged by the sup,AemeMary Gerimal rearelent OfrcMacemenk baro mazmry wok. 5ubmkone repoduwbesWGro wpia ca bbe a>tomW [ Mallm,wm fo c,Wnys�E +Wumnen6 d Archm,ofl Woodwwt me man CmV d the svlank wcaulhng used. thervax aMrtd MoralCdvz4d. ](y � N Cmd[Mn> h a shop dnwngv m[En49w2y mbrvbM> x6on 40J.1 r SUBMIRPLS. Furnsn sampes and dexnl4ve 4cature old ma4rasspesiM1edm Nn B. PnrsM 4vel5 finsn smodh [hrvugnau[. Proade B'x&vmpedlnrsF win pam[appncd tP $2al +f �It IIP I 5�ua le�mplta neral Conti Al 5 MA,ERINs. Pmeuctr- sectary and bcatms w 11 fo be i5ed. be app dby Owner Ane MCF4cE r P men '. c f nm ropsTMc Iso Type 1, om brand nMr. a Cabinet bde: >m cenaded3/4°pgrae awaw • pr~'ww with w=oe laminate PRoouas: II I . stamxe >peaf acon>: Reremh«> wm aneenl AsrM. ase. me. wux <M Ia4x re and me: c r 4wS,Mczm Type s. ,.enxewnia4h fnF bemrs Foee am fe. Gdwtb d:mha be on Agnee I. uwwNG eornlrourvos Feeen aPaMratw rrc ssBe. �Memealpp�m4« wN 09900 PAINTING: l ` I edr4aN in elkckm dao of msspx,M pan. 5i WMam AS [M C- 94 sadgramw w[�nt mekrex. plyu«d If vine lnrsM1l sdel. msGnee rdb tt>. woW verem and PAT Mall be I 'I Fey. �I 6 M> cement Lwlq+mW ASTM G91 Type mtrmmq xla4d 6y lnterorDx9nec 2. SEAIANi (sngecemFnuM) Peeeral mpewrzatwn TiS-00230-C SCOPE A pantyaM rn>hn9 as neea[ed on tire dmmng>. Fercm spelled was A s$kkkf I Z Ment: rM drarvrgds and spell atom on the a rgc neat anacge Al and results w e Wa4r: pobblc b. Gbne[dowers'. shat to made d ed A grNE plycawd, wrfi bill ll be o wooer to mffiF 0900N nPAIN to make Me work complete. ulbeamP^W sF mrybe agram rc. M ac[u orb fimsM1a ameswcx we f Cm ink: Victor, lkud ant inn-call bxnrg +mts she be ASTM CSd, normal wegM1:, in sn of door-lwmd afore uxners quell aid res led al uposed edges still be elle COIDR: Cda for esnsvlan[fo be xedee by grcF4e[hwn s4ndartl ¢Icrs fFom F fi<nngs=+any<e nghreahrrAH mplrm lorammpktepb. M1avnga�hwm mmprexwv yrehqud Soo psr�rec arx). baneeewm l/B' rerdwme glom. oawer 6dMa^>ha be ell ntomew gore ane ante. >pewnee manWactnrcrs ngmxd rouee>a m4r.o+>uw;n exeo+oruny> mdnt,.corn am cdnmrm. 6•@j}ry I Y g, CAA Brck Pave n: Only brick for Beck Pavers ePml Hous. Patxrm Nbe p bane ca0.nd aM1e xrg shat F>x pal oM Sldnq hardware e+LF Tu engM ehenaom. The woo apes gypsum wallboard, In and omen tem. Hama Ym9a+ngapa 3. W nt^ Cm4actrx Fall guam[¢ ail laMrane ma4ra5and eW pment b+aperal of emrgborc and An be xaey,_ glw,.anx of $500 per 100'J bock. face Fame: SFa Oe >dd3/4' Imrd+medsa^�e mTera a>veneer MOF finsM1was PRIMER: Vx Rmw rxmmmeMed by mandacWrw> duukng or xalaM ,see_ (nFunex dFerwx apeded. f5eernrsM1 xKMk). $ om rear arra AT Rod mFdbe mamG nee watrregMr,for of be seeµee ly Mena Dm 9xn alwn,<sndl UKpliedn glwd Y=e ane svG4 snm[F �l r t v ) years uxPl for damale 6y M1umrane 9Mnng aie,kFm wWra phenwrena. G. MORTAR: to nonan no a Grrcd o6rwM wNd and Nan sFa be ec4tl by Owner. Wsd A�oCES50R16: Prwnµ xlvenL cleanrg ager2s arM dKrnmesvry mrtwrals as Z Pamt'wM1en a>m Femn >aM rnean[ +o nclude trap>parcnt or xm-tonspnen[wXa¢z tea` aY I� a. ASTM L270Type s' OI ,BW psi ® 28µry1. >beyNamdrraedwthe Gawmgs 2gnnng she be con5e4ne ndraton. meMed by manufacmru c-xn4d lorammyle4 rsml Aon. muµ amtane vamnF acgler of Lestnamvmnce NASTM in , d_ a ms. 01045 CUTTING CPATCHING: D age-: Planllmmn ern¢>Im FRCFr,y pn��olp 4�m�altrg.at az4.e w�eatl�e.Prr•nim bvea . p,wrme suaMm Ae I>mx manm,caFm the Gen am�nMmm cwnan �tI ]. naRlzouTAuow RE ForaeemexT D wersde>: A¢mee too sa�e> mll w'4�won for e.awer>eevtm greaterewh6 or mlm rg m,mra Wt J p rwapp�'+m oral Control respombe that Tl d ArT fikbrq. and W4Fng s ootid quanfim mora 4rmm 3W >bne , Mx , Prod AGI 530. p,le rcdw¢mwt me, w heavy duty appl caWm caulWrg A than ill ant back SPG me vamMaM weto M1 �fl{ 1�. rarpenkrsmrequ ree mmpee week m m9[W nalwm weldpdto coMnueue dugorW crovwre or Hiee+type mm [w RetracGbe Drornngn' As manbdwcrcd by p..unde weµa ase (ordmrfh demanded) 6. 5utm[pa n[manufacfure6 ns ns for prepan[w and app onion. Lex nz[rvc[m4 warewr > amahGnmxa gE5G5 wn „ ,ars CLEMENTS I r a. CORMY mW >peclretan,M snnpvds les xch speck Product. Aker unmzzn9 >^""k 3. Mrtera: pant 9r>de or v<ncw as ndrXcd on[M1F drawrgs a l /9 ✓ilex /4'µep { { ! Pont To mndtom. RelM any unv[sfsbry or questonable mM4ons [o the Andel A REINFORCEMENT BARS: Pier Genco Strudan Niles. b. J /z I : depth d diumtl Ad Iyp� trFlg D4 not wVdr ,M Frvmn mem nrmPt,nye.rstngm«nanrml >ec4b 4. Door and Dn'xrF,xe : bbeXmM1oaer,y p,d,kewwDddwrsand dnwrla¢> wrminch e. ball 2wde. eepx, d=va,teM1N rid whl l,a. PAINrIN65GnEDDN' RESIDENCE KM w[nax pr.n.appro.a time p,A„�Emw 4 GRour: a> m�4e nn era'm,y>w Irr4rw Dm Wq.xm[ wpm IMer�w: �. y , b Pm+,re=mdaw4 wrc Nemm� „anem_ Gv�alm waIgMi wmT� cry,,Meae core wprmrecxaer ii 4mv>ray wvwR w' vm4mw a, nxx>,rym » As Alu]6. Pmvmrne gl,wt ror=v�> har meewhg3 rrol,e>,ae worse q.wt Tar AwuuTON: Two < M and Myngdany aXectW wo-pmee po+4on of me woh. space 9+=anti Nana nclae. Sump beW'eenCaM Pzonµmnmrm 9rodd2sN 5. fnSF: VaNM+enxe and 9al2ydhand mxlfR= 6Y IMenor Oesgmr. a. Mawrab and aPplca4on shall be as recommended by ma4na15 marv+dac4vetaM me 4egge "itparR ,fit - money a>..�., Al warm e«kmImtbbw5 vel na�w4w 'smlanea me Pr 1 ]39 Beach Ave tr n[hmrmes. ha N 1 ^ •I Tyr r. ReLnrsF eotrezuXvemxnmcvry[o prmNmnevenfinF40 month adyce hes aYs 6r A5TMC 9 m P P oafemmoreM 6uee' Gypsum Wa Ware GaLrcp Oweort aid nN o`pnmeexalee. 6. Ma4raR for Paewry Mme Gbnec>: x rmng � wnwcd.erxemdby own. Isaa mten.m ora Two ewn emmel � nI'll p=ot. Atlantic Beach, Florida IO. HYING MASONRY'. grchi6wl+Reror Desgw. b ppplygn NwM Wq IT, dpreper norGe >z Nl[laM my w,m wXineM A a. Mortars Mvahcemnn res r fes bm.Nen3 antl mmu4sm <wrc W! torn conal Wof reap e rMa ane ry eqa 5 R Joan Windows E Dmrs Ilec6ry Rmm)a Two cve6 eeame s-m ora I dart. yy { kwM '5 ox r • Z M«kUP- xnan® ban m.ecwm cen[am>on[dwa4FWRotlu«wwlab rty mm,Nenq_ Vo ]. nNa aWn d %rlaMn nlla[eurfacm neany Wlmmpwnd enpmper to dr asample rick upda eWwrirWnffi Iw arnew ant aPRova b/Owrca rte cope r2 /2 Fw rs. a. Gbnet> >bl be level and plums Nl wrfaxs [hN abu[ aM1nFm wd or MAp wAice SFall d4ewW firs>Fry dwukng Gaunt M1aws wRfi mnrg ffro Inremrr:cvi 4mW WpamkW Tor coa[>enameL xm-gl«s oral pant. h I a+ r yµreard BOND: r Ad 530 11 n rvnnn9 time patten be xar banm roan door pent a Clan all adla¢nt sdaccs and rcmwe«ccv marvas lmmlwn4 iPmimafelY uwn9 •. Prevµ arwe[ updawmple wMow mW Glean sbwn9 me blbvnn9- HI Unts: Pt 530. F operate zmwLM1N aM 'nmwtill^Mn9 whin Tule °•adml TacNmfs recommemm xkeM and ekarius. fferor, ', � . t(` y , lllj i Il flmFngs ants hew All 6: C UlW>Fal be lrceddekeb bem>M1Ea rwgh edJes ^>Ne orM ,ycn M1n Nim f. SUXax beadsrind bean�%abe. Ma Mamm�mum /q'pn[ wikym antl eepM. �T-All <a4rvr4'm (nclud ng but no[ m40 [o 54xa, Pdysdrc wlumm. Psk[nm am zl �aMs ane watmprooM1rg am eda,ohm whb morcae , aDn,V III Any nnRexanmrorx eaeM that Hera antes Moo >oXxm)mxPanrm. DETACHED II TwInFm Megow nsll Ma o+ane er4nw apemlym nE a gbonen Ndsh xyll ell rcmwee >m xlae nfie-.n irorts. e. CN6rmlo�Rlekzlee A c nab t5, bnfirle mze Pla4sbnc or nnFdabnR z AVE e.Po-- . ge>kr Ncedm,xhy ohWxw>mwvmewmtMtd epm>e s. �ah4.wp> xxa 4Conan 08210 WOOD DOORS orae mall mat twornrsn mat> em>4hienc x4.wmew rmmbnt van nt. sem-Alm>Fmdn. GARAGE 3. snemtAl> am shop Drwhq>: ex>w=dge>are wmlfQ,ee mamramree wd,�. i w4m2b1 prepantawm=a>wMwxmmb r,xaton and cmx, w,m 3. At emdma day new work smP Wok do TIME. 07115 DAMPPROOFING AND WATLERPROOFING: I Ertl+w coo•eMmmwmarvogaro w2x profib>Mwn on Dnaawmd,w mnmwe EifcmloN: t • l wrrutWls and dM1m>dm4e+the cequrcsyum4a cpeotrn>. 4. !denotes'. KI 5301,1 ant mxk,rca Budnq CMnla Impact Gpzng to be we mpad.y ssmq as aFaamne all suAxvs eM1ceeukAMrc¢ve part al iw mneWm wll ,# Fh and other offintrac[ Tme rel be wtMn¢d doe wfa are fo 4ansm[sM1opemvq n MANVFARURERs: 4�mpex4v repo red for M1umnne wiles. lnbgy broom thm>bld dry adversNeXx[aecuWn pemnnen¢ wgmlRydwoh. Pufoman¢daM orbit in Ne NwbmtNs n4meMPennt R¢o, ran sdficentY nadvanx of Men ma4rol>amr ubarra m a Fmbmdm trans ane Pcreunry-s: I M UFACTIbk Wa4rvraanrq: Pco=om IBOC 255 as51RGuam lryue aryied bru[habk ersM ppn9 w[M1 sor s4tl hvNve xdion wlbe wns[rvedaac¢pfarce ei me wM1ax and mereakec pa MngwMrifil hall tI. wrx - Cwrena4 nmWlatop, dPpn and cwdunpannq through want pus, or beamsa afvprwfyssembYCats'�em Head s9�mryM1berylm mnrovd xaMpnt xmllY+==M^'Ybefor ytneadoy wwkrsrqu red liven II I` - vePreTarc wbmatbb (9 copKs) by placngepennanm[Wbel on aFMW>ntlOcaMn MCWd. VxetexWive> wnen MatrA Ma4d two,and surclxM1 prMucb on a4rp atM1 rg ant around dlwndw and lin_ 2 rwaM 6ienwwbe pan4d- talwwtrseketrd try Punw< Igkpp+ b. Woce suXw.es. vM 4ssmwm and even euRa¢ duN off fill ria Hilo oats, >pen , t ' proneE zpa¢ on We Ube bxee 4[eb«kfo record wwew ant p4ce aFpvn marMng Z InshllaM sxurc andFors IlasF rig wxp blez. aM ofnera«esxrx n openngs =sgme /n nts aper prim. A esfecw wroe or Pzek >b be complttele ceanm antl bleslim to 1 and acEwn liken. V m Wew pow fo aryicaton d fin>M1 coati. q' ae} 1VI 1 � d. iM1e Gon4xWrsM1a reumw and ayym all wbmrbib ant flop Away. pmrw C Bed ant neat Jmn6: lgMs rsM1al be 3/B ric think, e�xq[ that ham JaMdsla+4nq 2. w m201 : Manua n4na4onaInc. (Y.OS-3.d IL412). Ilsem bebw board,lwMa4on 3, niches door- sMl be sddand mvled MOF or aPPro+m Westin ROnle� m c Pas4n F ru+row shallow watts amt srra Files kNspactl n9 wmpand. Rake eeeFr bmtb^gmA+cn 4cc 9. Weep Oil Plenmat'b= /4 nmm3rq m wM nano Gael mrip 'I 4 1 � I i e $M1op drawng% 5ubmt newly prepared dcmmton drawn b esto. nil ate eema4ms h Wcep nota. sM1all be prbrNee as m door and mMow xhmWc. All dam b be W^Red, M pGbk manuhac[u and dee Foks e M water antl f w quem. m: nmtk EswP> sand >mmM. P ampenw hayerm dPa'<hng Pmwe, ISSUE j1,' nom CFn4ack dowment>. OorotreplMn , Contact Oxumenb or whey mhaMVO Fnsny Jwnb: 3. Ramprwf- 60 Mfrs IEO Dan Prdm cop fAA)6r59-9R]) retired O as p,.e- as��l d Ferrous Mor wAaces- Remove Iwx mN A a ,M,(,yam wFGnxs. ScNen2 O .data d n Pint ' 91' nfahwcm. mdaee the rd 4„,y: hmpmm ane mow,grae maxmy. r M Alh>w Mm gage rymP,dahe vend nr� by opav n an. Falw wnwm> ,e exau>rvmyMe>net d�M ! ' �� I. I . Dimemion> pKKn meTodsdaxachmeM rx+d moon mtM1 adpny wile laage wale 2. Rmmve masonry pmgrvsons ex enc or moven « sor",be, PRfPARAi ON: 4. Gar �<emwll µ Dl wigs Pan4d ase yM1 est P dn9rofiled bem on dnxn FnF rsfox torn oynY., e�Galvanwd wXaw: Remrve drt � synhng u dela is and otno- nlomu[cn as appropa4 for the work. 9roWed. prepare subz4aFe ant mf>I rmt>trP> xpm[E IIaM ys, aM mora str�pprg and p+me 9+v'r ane Other gn >ubmtaue>. SdveM clean. 9.109P Fcreffi I I _ z aemuia[bn d proexb and maNna>. s+xbx as remmmemed n vmpprcay maniAxwrcr>wd4n mw m. fnnm ,peef amm. z z- s- " P 3NotrEwndmorawton rraneeme 11 . GLEANING AND PownN6. Peeyee d4r+>rwAax>mremmeeamme.cyMn «nrmrre rmn4f,cwreP> REVMx 4nN BEveInPMem �� e 08630 WOOD WINDOWS II E 4 xda[on olemensom xbbl sFG 6Y fee meauremenL A. fax da waved ma one mortar ane do nil Malin IN5UWAT ON. 3 -162 PERMIT SE! � jz' SMP�nwngs mrymwbm[ted Are ,in mvec e[ isubmtta sllxl]w ekcxn shnhee and wgfmr 4gh[.m Pp^Y= remrveda I ompY�^tM1 manu9ctureP>wntten rowRenm for h^etnoµand ra[nddampprwM1ng +M I . Wsd wn6ar` tommaMapM by MamnxdesmbmmDmrEwMlow SGetlule. iERIOR MPT[RIALS fIN15nf5 AND 5PECIN CONVITIONS: r x Nan ] pages. C[Ferwix >u4mk 4 copx n1eblue w black lure N WCM46 wa4rR=olnq alplatan. win be a mps6 glary as roti rm iw Fuecane meet. inane me�nanmmeM Ion. �FFo m�N.li sprx�e m h Are a>mgrma rgh�rd z. Minna ane exxriambe Talked, �' T FF a>xlidd Iw me w>h. a. 6ne>tra>ma ore»i ^'Hv adeni > z. LOCATIONS Pantm. ednemx xlemdby oweralM4riw Gepeta l/z"wRceWare nneml>ymmt w>xler $gwsr Hie pe 5amplbs: 5ubm[ vmplmthnsncd as wdlm and Menta win [M mafuai propsld. WM1erc a hoz mppalasM1ng pam: undera d>on dud reMows, Oes9ner. Ban lel M4 [le box $ 2ISF a Bos are ahem n he ma4ral bmR at kax3unks that coalJunk, the varvfaom. 13. 5PFGIALPING P Cx: b. VU Fen 201 bpermder back d(cundrtmuP to 9m+k c. EM Fqe : $155F �I I 111 4 ncJWtl proeuc[name or name the manMactura. A. fold Weather l Ib4 wn Mer ambeM temperAire is hallow 40 degrcm For G[ 5waterRodng system on ual sF=iN ng 3. Operator and xYnq lardware Nbe Nanen>4el xacea>t M1a+ewaec wRM1 lile4me d, In[e+or SG rs: wM14oak[reals stance pa nod word room and manog+rry nJ. i Gmpen[uredmas4nry untg >bclow 90 eegrxsf mpkmeM codweaMer pr«mumsd d. Protre[alnaNngs anter nsGlb4on nem pun[Aures xpankm and deNnaa4m dunrg warsky. Z Mrbors 4 BMn a¢csxne Allowance a s � w � xbmm eek»aRrorax to ma4arten don am.m Ae15301 a,iswdwn. � $ poo � I ares lex rim. canP1 ori¢ won eheecnee eegn rmnmke rema m em[ndob>m nil wmcla aNurta- Whin, amdeMae4mpmaNeed¢ee, oD ecgrcm Fw 08710 HARDWARE: Y 4 mewN ambmcar4mPe..wreexrwm> so mgrm Fam vend ooh«Ry mmorc thronAmph 072001NSULATION' 14200 ELEVATORS REVISIONS ' k 11 ngkmeM lM wea[M pe«gdurcs d fall s30.1. SLOF£: I f I TERMITE CONTROL PRUBuas. > rs wn 4 re H lana rx>4p Soob e o 02361 u d nhF meewarc me, em corm ahe adhex. swbmi a wmw, ewxor: I cortin 6n wan anee,aMeeM w ap,ctr norchat o . ane desert noX 14. AIFANING. pcoustdmuldbn: OwenrCwnng Fberylax cF+P =d W+a asµmue ane vmpledacF stye aMfnsn selm4e. d ,4I T, m 4IXpm hoz formic mergenryo chid der¢ pla[bm mimrrvm vont ) a .� I, Inc nfFMuder [M1sxe4onsfo mmmryx wb4manon teimrte comm beaYment by AKe<pa xd suXzndrawn dunn9Uro^swdm. All smesrg rroRxmla¢dun2z. 36' x48' -23-12 ADDITIONK SHEfi J n>pl Ter pasonng dim vN4onlo the connote and rngmuM NrvetuFc. B. clean masmryam pot961e r¢4z eregenb fro be usm. Z Spear Foam nsua[w. rynme rte- ID SO Vem rs'ma nGElecbon 50o F5RI V2 MAIERINS. s !i ezrrca Ter au..... she eco lint axxe vadblaGfro mgs4mwm >PnyapPm gmm� barmF I B26E5R see plans Ter RvamesN a &4rwdam.. Hardware end be>Nnkx>fee 5pMeme nor>r fo be f,MM meratee. wmep>xlm n4rwbm MahganY Glen m QOE[QI '. Trdatme^[ olalwood kamng D. Mmnry snalb fixd:>bm. eXaexewe mortar«gmheropprgs ant e2ru. Neve for rwi walsaM Pmrs WeamersNpsng 4,11 be zvldbronz w[M1 rcnwnble nwp�ne Wb f,m4mw Error hardware >ncerte n4rwxzsw'gate, interior wood , InrsM.z Wbe brv>M1ed >bnm> nu ' I Onpon9 Po^mora profecWn M1nm nleta4on dull be xlx4d by Owm ant In4me Dxgmr. Cm[ s Wm a %aA d me dean vtl s meryecnry Igo[and Nbne. RenMeN ^¢4 meclan x abae un 4 Must meet w S pPRIGTION: nil rclWed n Me albwanx ocx AH5 A ]. a[ona Safety Corded z ow new.twis 06100 ROUGH CARPENTRY: r. n>+Www be orb ell narmre,nx win manPdamren rcmmmenm4«>. b. ENmxewMwa. n,iwwarc>nalbe Nahh�>4d I«onq>ye4m 4Mragn nehq '... i a gw,ePrmk applraw.. me nwk>nalxpeXoemm bra¢rmm pmtor tint mnwl >d'ew> weafnmo-Ppr,g >halOwner a Inti win rchrwabe revPrc,lie m,b.wMa+a When . I. 1a1 b,ganwtm wt performed rd,,q Mt,And local 4mno-b work. I . Mesnrcrmnb Viall fice inkAdaxMy ,lthat amp worn whrimtny woh adMrada=wu naeewarc Fan ell xlm,.d by Owner ahe lr�4ewD�gm. 15000 PLUMBING / HVAC b. 1 ASFa mperlonned a«oedng fo s44 mdl«s eegurtmsand povNW lye evmrc mpn+g nakmwgmnn oracle sdepenhn[aM eepat any ermmaM deficerce> 0731 { FBERGLASfj ARC- TEOT{fRAL SHINGLE: SGIe: NT$ It Wce2fim by me nexxary agmdesm null by date and oa regWa4ons. and wk smallrot Reseed yM Owed cwetom lave been reaedwd. Ix5TN1ATION: PLUMBING. �. 1t Roeuc+r>w be mahukewrm and adrmns4emmhsurc ay rot nTwu m. mnm4ewrdFnges: Fy cedam440mita edwrg Man tlwx rmf Pe,..nx znngkwin a. Boonare ,mal candidate slro x adys4d Per 4glrc fit rvF P^o+do wb>rahnal I . Cvpc peng "to.ArohghorRw[h PVC writhe Project No.: 0910 IItIton 3. Gwnnl4c 2. Mamas: PrcA m40 door warii «mple4on. 2. Rumbng FMurc rid FfLrgs: Albwari¢ intra afv') 8 SW hl 111Meroe Mnng bbck . a ohms. Mall be prc>wre tared delve i 54s bond per Upon caerall to the trea[men Moor to AVE]fiml pact d the Pak hmaF to the deamrxry 2. Al sole �arvlonell maMeor edwil lopped wYcorda^¢fo she= Ira4omd American PHM Hardware: plwana fmakral IT $2.000 HVAC: CneckeinDerhaven � I ,Ili + f Ma tall fortnmbrenx fo me Owner',[aw nguaeanau cert Tyrry that the appiaWn b. n4wr Jerry, II 3 firwpne a[¢ rig 2x 4 find Fine d i,dror Ovals. PNwmd udng tales. ane. N so be: uamaMes SEER 5 Trane Mobt 111: Ylt �v , ". a>made at the¢nxMramn nee and MMds owl Fmen for su4temanean ormi4 TIM wmafire 3/4 pNwme and >nxmypm NmeNn Mwng. (r ewwn Mae P¢e=n4m ales to j, ' y I yi LIF wMrd. ,- >M1eakM1 ng with by wat>,r slnecnwe.harmenk w,4rRmrnq mwhbnm. 3. FInsHINv 2TEe ennari¢a mride ,aeame ePemarnandler ,am maee xu swtpnmp,. noreYwdl sneer Tme 6. prrvawmentbwe >Ia be P.o,wm AT the owne�h monntd$3so.0o)4 mwre d will F�xa n : wax u2• CUx PIr„md. Plyw«d mho xxcnrm aewre+g ronmlmg smwan FMF ngMa4wamhnmwmd G' np,e[a ora (4p Moved a>ake win 092005TUCCO: ve Gino Mr, rxn Il n ark o-e to No i sworn whrmlwel moor illi wirier win space gwrer4n. uman hmmee mebl. Pe.and mar ell Hood rcp�abreamagewmm by an dcfe[m mwldt t p m+hw¢d bpeem wmaPmd M=Y�4ml enc elTmdamn d9'oMo roal emnglm. lappe0 L Frod ek rmm mon kmnk Eo arreq>tecamg'syn ant 9nllcmbe nrvm bladeeXuseri + q 3 F g: b e ,it a. 5 ri d Q n[PIa4r InsenlYvn,ASTM C9z6 ✓anti anenvraF rgwxwmeaee. Patin ngmxmRee. . lex Ac=e erfaaNe eangem nxca4e nom Mgn i^Pnd pdymml alab=' SPECIFICATIONS , M memx tn4od, call posmrg albwm by law. Ertemr hamng. shat be 2x6s[Wza[ 16' o.c wM P.T ,de plat.ardadwble nod eBa>eL Ce b: P>Nand Cemmt AS 0150, Type F b. T bo matcde abow >bb haGnenk 5%orator. pat unless oMerwx rvReg 4. shnglx Io lap over M1a ridges ant van eys e. F F foo[Gem P land Lenv2 ASTM C150 type L w ' W dPom^g Tim M nwecde as lxturce SBoraxInc a a µ 2:w dbce9ngf admensomeu erp rsw Hiles s f nyd. meb rnrs TA Coll III d_ db penetra[ons abuttng sNbz cdelanband iwnda[oNstrm nWS: TnmMesh cPunµ all ne¢mvrymsPollanmmancbn sbapa Wb xrcw> na >ane oNm ugh S Fas4rcrs: Nalsw mdi s Nyms a4 +¢^mmeMm by mandacturcz 5paeq tSaM lggrega4: Bax Cmt>- ASTM C89] SII I rd 111anuractuem b)Tenn Men Plea nc(40] 265 Oeird hwdwerc as ngxrcqu«el and sown ns arcAwng carye+Rry work ordermsvc4on asndvatrd b/Strumun dbungs IAggmgaN FneM1 Coati,AS1M (BB] corm or mi rill whte h oda. SIM& Numbel 5 j 141 n` a Puimew Pm4c4om Tumwa sy�4m. R Fber Bre Cwt Albin 91 Ib 21org Tree of cgNam ne[n manufectmm , p. T {° 9 P nqt 4n fWy=d 6. oil Menufemem mID cion nRrv6omam b fdllowm n addition to Moe spx M1®tins. poRhnd mmeM pMzhr. nmucC' O r O Wa Inc MMe Ipur O Fbm AR Glax. 114 1 f I.. AIIP ote0ww,l rya xba4d win aFa rte mPFe 9ua[. ala 4nr m rcxnret� "I'd A- 5 . 1 b= r �r�sl Thereat bexbora �lea�� by rmmm was P.xsnhq aad anewec r cwt wnN owe carnes UnitM� ne�eg,kw ort of ngrs rip Yf �s56099} &4 112 Part Tme 344parts _ . ATI rte mMac[Wr2h Pressure beatedwmA>Fal hmzmamnmwn Z-max tasty BFb COG. dd dor 4a moos to mmpNwM fiber hvl Pgd x[ms mu 21lz Per { . 1141 I �, x v¢a��Jro merle Frab. wdwxarnrca mr m6 hwombl I wdand cement L4N1�1/2km ?run imkem>fpact, aM1 N leStlwoh N kM1e final vmplxre ,pra Praoa Isor PERMIT SET II 1 f I q 134 a1 _ 31 ) II � / I I " hof �ttt111 F I / - 16000 ELECTRICAL 5F2LIFCATIONS � r f1 (( ; GENERAL NOTES: L General: Furnish all labor and tM1 Materal, and Loordb e all wok d a section ae srags hown on the dra and 1- ° /XLE %ISTING /or as specified heron. i(1( 1 ,. UTILITY POLE 1 . ENTIRE ELEE:TRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE fy I ( : (NEC) AND ANY OTHER STATE OR LOCAL ORDINANCE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 2. Meadurements funds and inspection measurements shah be bten at the tau king and worked out Lath E%ISTING UTILITY PO f 1 1 1 T h h 2. REFER TO MECHANICAL EQUIPMENT SCHEDULES AND SPECIFICATIONS FOR EQUIPMENT THAT IS PROVIDED WITH DISCONNECT conncRon Good. ids and dtworkshhall ll ne examine procwhoeed na won on which his work s dependent ane report any : T MOUNTED TRANSFORMER errors hom forenc esaactors shaxami b 1 proceed unt such conditions nave been remed ed. _ _ SWITCHES, 9fTPRTERH OR NEEDS. WHERE INDICTED IN THE DRAWINGS AND NOT PROVIDED WITH THE EQUIPMENT THEY SHALL �) :�, L (- •i i r � : Fi EXISTING GARAGE BE PROVIDER BY THE ELECTRICAL CONTRACTOR. MAINTAIN MINIMUM WORKING SPACE IN FROM OF SUCH DEVICES PER NEC., 3. Installation shall compy wRM1 all laws applrng to elec[rcal nsbllat on neffea- Lath the reguAt ons Mtge I TIf E . t I { - COORDINATE WITH MECHANICAL AND POOL CONTRACTOR AS REQUIRED. National Electro Code. National Fre Protection Assorr au local governng Godes and ordnesi with ( 11 . AND GUEST HOUSE ya a � the regontons of the-ILL utility company Proree required permits RICHARD SKINNER i Af k S ry 3. EXACT LOCAGTION OF POWER OUTLETS, FLOOR BOXES, SECURItt, FIRE ALARM AND COMMUNICATION DEVICES MAY VARY 5 F6iET IF It 1s X xf - / IN ANY DIREi GIION. COORDINATE WITH OWNER AND INTERIOR DESIGNER FOR EXACT LOCATION MIO MOUNTING HEIGHT OF I'll 4, Wing Devoe: A,ASSOCIATES,ARCHITECTS + : DEVICES Coheres Paddle sec adea, and Pan Control Switch: shall be Lutron Ova^ sorts romed I S amps I Ij t : ICUT T7volts and shall be Ingle pole three and four way as required. 2xsselmmnw.x lawrvenvsw iii '� 4. SEE ARCHRL6CTUR REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL CEILING MOUNTED LIGHTING FIXTURES AND DEy'ICES. sec_ f Al f { Ij .I 5. ALL WALL PLATES FOR SWITCHES, RECEPTACLES, TELE/DATA JACKS AND TELEPHONE JACKS SHALL BE PLASTIC AND PROVIDED) Duplex [ Chun165 Retaircei Ahl be ALLOW t .WWWo s BY THE ELECTRICAL CONTRACTOR. COLOR SHALL BE WHITE IN ROOMS, HALLSWAYS AND CORRIDORS. COORDINATE WITH OWNER, atedpI SA and Arm circuits othree r wheredrequiredg20Aoe m Pli pateV Recomade, for s shall lbe poorest focce 03 11 r all a 'GARAGE - _ ARCHITECT OR INTERIOR DESIGNER FOR PARTICULAR AREAS TO MATCH WALL FINISH. }$g� %iERIGR IHTERIGR w r ng deem and shall be 4Rion Cable �II 4 j�T f 6. SMOKE / CARBON MONOXIDE DETECTORS: 120 VOLTS WITH BATTERY BACKUP. PROVIDE SMOKE DETECTORS IN ALL fa Consultants f� 1 AREAS PS (REQUIRED BY CODE. VERIFY ALL LOCATIONS WITH ARCHITECT. ACINATION OF ONE DETECTOR SHALL Weather Proof. Fsteror Dopler receptacles shall be re 5md, GET Type with Tandem#72202 bi9x and 1 I�ISI _ _ ENERGIZE SbUNDER OF REMAINING DEFECTORS. cover py kkk 1NE WIRING }� O --- fiY, GU// 7. CAUa. FURNISHPCOMPLLFTE TELEPHONE CABUNG SISIEM. INSTALLATION SHALL COMPLY WITH EIA/�IA, NEC AND DL STANDARDS. Shall be Lutmo Dva Isles GOO 1000 watt slide dammer with Paddle snitch. % aimler abi FLA �.1 / SPACE 200A Em b pATA/TELgPHONE CABLES SHALL BE CATEGORY 5e, 4-PAIR 24 AWG DEC MHz CABLE. YELLOW JACKET. 5. Wire and Cables thermoplastic notated Gore TtlnN4MWN 90 simple conductor. copper. cWble5: L" IT I N{ iS `{N EXISTING _ __ Type NM 6WV It conductors with d and outer pVO seat[ forntenor Gorr j I �I s. Al ALL DATA ELEPHONE CABLES USING EQUIPMENT MEET TA TSB-6I. PROVIDE REPORT MR EACH CABLE. Phase A Black, Phasepe Red Neutral WM1te madrted Equipment Ground Green. gW y # 7 �' r , . _. . -- Ealtin 1- ,ria/lfie _ b L EX141NG 200A - F F ;ERn [ TO up:W - - d PROVIDE LLPBELS 10 IDENTIFY OUTLETS All ENDS OF CABtE3 - - ` rcWNrvl 1 t I G. Ra ay: PVL dot shall be made ofp lyvyl chloride, heAule40conforming [ VSTMD'1785. - H ) -s 21A SPpcE /K-.-- , B. CABLE TO Pttg bull be be Ale 40socket type dent Ladd Eomplpng with A5TM D24GG Flwble undue { shall be n coni with UL I for flex tale condo G x u. PROVIDE IN CABLES,OR AND DISTR PATCH PANELS, SPUIER, TAPS, SURGE PROTECTORS AND AMPLIFIERS FOR COMPLETE CABLE TW compliance SYST Wi duty quick made, quick break, or f' L�rp,,� � ! { q � 1� ---- ---- r` ,' y-Lf Ili b. COAXIAL BEET SHALL BE 1POLLS PE. 7 NEMA II for`nteror locaatoall be n..�Bluffs, Lure, hall have NEMA 3R edosunsuralmolght FVC M1ourongc ISI a SIGNAL SGRENGTH AND CW2NY OF PICNRE AND AUDIO SHALL BE TESTED AND DOCUMENTED FOR EVERY N OWLET. e. cable Televson the Contractor shall Porn sh ane netall Push mounted N outlets with all nemsarvY ' equ pment and coaxal cable. Contractors to it n the local company orderhe have adequafE served prod mee to tau ld ng. Contracwthe local may des grate the local company to prea Gore the tau ld ng. Hn!)OAD ENGINEERING INC. I' GROUND FLUOR 9. Panel Boards: Plush mounted sort breaker hope Provde 2o% spare capacity and spam n eaKh panel ae 1 A bad H .j for NNreuse Pandboams Semens MIT Tandem and 112 space arwt breakers are not auzrtable a" rare xW t n � ° 10. Prorde surge protector for all electrical panels secunry and telephone boxes Pre for bound system . vee I' I 9 EXISTING POWER RISER DIAGRAM 1 M1 if POWER RISER NOTES: required Owner pnroha dequ equipment. = 1961 NOT TO SCALE 11 . very location Mal outlet Worse, and switches priorm nsGlMton M1 O EXISTING ELECTRICAL SERVICE PROVIDE TEMPORARY G SERVICE tt TAO HOUSE PS REQUIRED DURING DEMOLITION OF GARAGE ALL 12. 5ecmt5mLAWLE aAlarm system: to rate security tem me Man House de orchJlral � . ` W ' i INDICATES EXISTING ELECTRICAL TO REMAIN OR BE RELOCATED. �neacEEnT snmc LLooAREONAw SHALL BE RELocnn¢D TO NEW alarms drawn. q rsy p � P� f (t tOP � �" i HATCHING INDICATES ELECTRICAL TO BE REMOVED. rlpn System: Hocknto exdtng Man rope system- Gate ^tconm at bottom of sere tO POT all I ) f EXISTING ELECTRICAL TEMPORARILY A CABLES. BOXES, ETC., SHALL t th g house bebpil system for operation `w `SIBNAL > # TBE SUPPORTED TEMPORARILY PND RELOCATED TO NEW ' A I)' St t ed eng. To be eeferm red 1 GARAGE WALL. N/Aud o Sytmm by Owner f (t tall." 5 a N 0 : LOPPING 5CHICULE A LJ ( ;'� , UCE55EDCAN. UGTOLIER- 302MRAVE% WHILE WHIT% TRIM, Prorde appropriate rand forronlltW and CLEMENTS ILIhof , V A °bTHER°FI TUESTDBESE��EO RESIDENCE Allowances "r *L +(' ,a - - A. InteriorIgh[ g. Material < Tax $5.000 d- 1 - 1739 Beach Ave t 1N �1F°° TJ & Exte 19h[09. MtralnTar $S DOJ' : C struchmrrxd franca pawge 8T 000 Atlantic Beach, Florida Pq°d.:ytzr T . - _ a D. Add W exsm2),Telephone system 51000 ZIP\ I 1 . Prov ee nt-Kpm with doccedl W man house from gam at bottom of star I j y,fP - A'--L_A.ISTING E Add tat o-stsh5ecany 5ysiem $1000 ° I� Nkp�91#j \ UTILITY POLE -, ALL EIECTRDA ILAL WIRING TO BE IN ACCORNCE WITH 05 NEC PROVIDE ARG FAULT CIRCUIT �LP�I EXISTING UTILITY POLE IMERRUPTEPS IN ALLBEDROOM5 PER ARTICLE 2-012 tMOUNTED TRANSFORMER I ot DETACHED l a41 GARAGE NEW GARAGE AND 1 y d GUEST HOUSE 131 1,it Or , ) � 1 R WEATHERHEACI (3) #40OIXCM COPPER GELCABLES IMI 3" RIGID dm�xp,A y{°t sy k , a CALVANIZAD STEEL y 1{ h if 1 CONDUIT. WEATHERHEAD Sar . q I !� �I GARAGE _ HEW CARPORT ISSUE GARAGE _ 2 RG 6 COAXIAL CABLES EXTERIOR� �NTERIOR � �—BEACH AVE AND STORAGE _ ( ) -2 POLE 6DA (2) FOUR PAIR CATEGORY 5r. CABLES no . description 1 CIRCUIT BREAKER. BJ4 1 116 -1�'2 FcemT NEW LOCATION OF EXISTING NEW (3) #6 AND (1) #BGG SECOND LEVEL� 1 EQUIPMENT GARAGE 2" RIGID STEEL CONDLI CABLES IN t" CONDUIT. - -- -- --- 2P PAN L WITH (3) #6 WIRES. NEW D ICAC WALL . il(fl i�l svpcE Pop � CARPORT ATFL/TEL/TV OUTLET EX TING A � � N[[� yyyiy( ST WG 200 a -� E 120/240V I © TELEPHONE/N TERMINAL BOX r COMBINATION KWH SURGE fill 1 I SER G- TO IAAr KwaM �� ( DOA M.L.O. f [ .. n., LSE 2oA SPACE �� SP METER/CIRCUIT O 20/240V 1 - PROTECTION ❑ 1 it 1 f ( , ( 1 _ SURGEBREAKER. NEMA-3R. EGA M.L.O. ) IIA I _- . PROTE TOR NEw U ��IKi ) (Il1lIl F� �r KWHM REVISIONS W IN i} 1 1��= - (3) #3 AND (1) ORION no dal 412 deption E P, ! , IN 1 1/4" CONDUIT. p1 III�,M 1' f 1 #� FIRSTILLLEVEL �¢ 1 D Q 1 G GROUND FLOOR 1 edl" I I � II }i EXISTING POWER RISER DIAGRAM PANEL NOTES: If DN)D1T WITH 6 PAIR OUNI PUNT CABLE TO HOUSE TELEPHONE SERVICE. f t, NOT TO SCALE ED SURFACE MOUNTED 100AMP M.L.O., 120/240V 10, 1 ' CONDUIT WITH CABLE N Scale: AS NOTED Or I +„" I (2) SURFACE MOUNTED 60AMP, M.LE O., 120/24OV, SQUARE CABLES TO HOUSE SERVICE. PmletNO: 0910 fIIIL, it Y II INDICATES EXISTING ELECTRICAL TO REMAIN OR BE RELOCATED. LOAD CENTER, 20 CIRCUITS. PROVIDE CIRCUIT BREAKERS TO T" O 3/4" x 20' COPPER CLAD GROUND ROD Drawn by: WILIAW 1 lY 4 II INDICATES NEW ELECTRICAL WORK. MATCH NEC FOR BRANDH CIRCUITS. TO BUILDING 54€EL ! h j CM1ecked by: NAH a 1 � II� {ll I Ij j T HATCHING INDICATES ELECTRICAL TO BE REMOVED. ��"� Sheet Title TELEPHONE/DATA/VIDEO RISER DIAGRAM ELECTRICAL � RISERS AND NOT TO SCALE DI LI� Ig1� �j1 LEGEND : DETAILS 1§ ( r s,I4 DATA/yolEE/TV OUTLET, { yt IpF COORDINATE WITH ARCHITECT FOR COLOR. Sheet Number 1 1 � Mp t 1 w (2) 'F' CONNECTORS. (2) CATEGORY He. 111 U RJ-45 JACK. PHIL; y;14Jj , lPl � j � E3 .1 X11 ' �P ' f�KIV711 of I f of TEL LIP I' Itlf' � � dl� x „ SII L q r + E 1 .411k 1� �1� I I 6 { if ELECTRIC POWER LEGEND LIGHTING FIXTURE KEY ,13TM i r T - px nnoR DuruXucerrActE _ _ _ _ MOUNTED UGIT HI � ' I , � 011PENDAM LIGHT I III Y I DURIXRECETTACI£ 1 1 All) 3 - 1 Ga 0 ucrssm Doom uGtrt i c SWRCHEB UUPI£t RECEPTACLE RMTTOM) qp WP • p RE659f➢ PIN DGAtI UGNT APOVE COUNTER DUPLIX RECFPTACI£ QE REGgSEl)WPLL WASryER a f o 1 ouRDRVPLP' REcfPTACI£ 4r INTERIOR SCONCE RICHARD ICH RDEs ARCH SKINNER IN 6ETR5 G Exrrwac 5CON(Z RME55ED ROCK REL£PIPG£ u $N 5HOWLMLATE isu.. WANNA k 1 L.4 P H •I 4 4 ® HARD WIRT CONNI TO MATCH EQUIPMENT) { L I ® CHANDELIER It RQ II 1ALI, )I Y 51 sMAPT JACK 2- I GOA%, CAT SE L� h� I y GLORMCLENT CEILING LGM Gonsnitants� .I ' 4 4 r 1 51 SMARTJKK42 mAv, 2CAi 5E STRUCTURAL {ri,}', JUNLTON 6'Ok ) y _ G 6501 Art dow 6yressway IT � � � T © GIDCKOVTI£T �� P � i AlE � R6 It V 8 55 Illi ! © ® fWORESCfM CEILING LIGHT 1Y1 I.. III III IN QV CENTRALVACUUMOUREf �� UNDER COUNTER LIGHTING Building fa[k5o@FL 1 � { y �� 904]4346]3 7 �. 1�3j1 J1) t �i '. Q DlsPasu ®IM apsEr uGHT INcnNDEcem c t! +� , d , ;I aP 9¢'PPOVFFlDOR C ELECTRICAL I . iAii Y 13 LIQ no 22- vOLVS ❑N CLOSET LGHT tPLUORFSCPNO _ Heaaaa Engnexmg lI I 1 p - - — 2955 Hanley RE,Sure W5 1 GH GROUND Ot INITRRUPTER a e I` I'I f 11 III. II t O EXTERIOR FLOOD LIGHT lac�mlle6 wAIH PROOP o c 900.162 s066 Fyl I wP T,k { I I) �5 J ® SNUALL CARBON MONOXIDE DETECTOR s1 LK Fr rl1, 1 It'� gl 11ALI �pN1111 ' - NQ HEAT DE1ECioR P O CEILING PN1 w T Ih I M l Ll I IE { 1 I All D DIMMER FFLAO 0 H OC sw1TCH { j"I TI1 ,q , 1 METER WITH 5MROPF POWRLMR A R TO TIMER 1 f �" fl£VAIDR C GARAGEl 111 UISCOrvNKT SWITRI G wuuG PAN wT LIGHT LOCATED IN 'till IILggy1 p GAxnw DooR svnicn rPusnBurran rxrwusr rwN - xILL III M„q� �I. ELEvaroR CALL ron N r TONN 11 �.S DUTTON R GARAC TO AU �D { , 3 L t Ell TOILA IT UCH OUCH ME 4 AUDIO 51SEM KM PAD CARPIGH 4', Jl if Gp { R�yll p �.e ® swlmn _ T>tvHT 7� { 1 ! CE HOME AUTOMATION TOUCH5CREEN WAIL ISXAT _ G GbU6M 61 ; ` del HOME AUTOMATION TOUCH SCPS£N ®T W _. - _ _ __ _ H dJ CEILING HEATER +' I' dl I � I y ! 4111 �.T.s. HALSGEN Cove LIGHT ILL s /I Q - 9 THINUM05rAT o o"� Y r` TET$HONE FLOOR OUTUT vTV RE LGM MCCIRIC PANEL yy EXTROR SRP UGM � hV l' Tlr IIID �{ II k 1 LIGHTING CONTICAL PANEL 31 Ir 1 1!15 RICIER O WALLIAND STEP LIGHT CROP ALI 5WRCH w ® MATO 1 POWER PLAN GUEST LEVEL aWAvS n 03REFLECTED CEILING PLAN GUEST LEVEL CLEMENTS i' fI II9�{ Ifi pq(lI , , $4 RESIDENCE wnvs nrn kf yHfit '�II i ,II l � 1739 Beach Ave l Atlantic Beach, Florida 1 A i "II 'II,I Ut - l ALI It if New MOT HER HEAD AI 9 111 ��SiNG ➢ Ltt IXI MAUN WC ENERA CE tl�tly {� 1 {/ � II II�'. RLm rExn+Ixu eox Anu2 n DETACHED GARAGE F M 11 New oOAMLO. GT / h } R'I� PANEL. L2oL2iW tIf I 1e II a� ` V�1 Gn r " I' t fi s t r�I,ll� I I --- d, II�IriI�WH{ , 11pJI Irl iI 1 1If p, P �T� � ISSUE 'I R ( fl (y no . eaie aexnROnn 3pIS1 J11� 41 I' N' 1 91109 NUUMINARrTacwG dd @I 2 I2-to 11 HUMAN YYY DEVTaPMMr 3 I- 62 PE IRMrt ALL If 3 Ty + I tt IC GH i, ` ILL A REVISIONS I Ill§gIHUTTON _a 'ttku gRs 4." r 'sIII 1 o .At dete decapaon I I-2,}Iz REVISIQNS M �LO I T 41s ✓ - J - - - - - - - - J EIEVATDR LIGHT II}W 1 - .. 1 Ift All" S,�yy�W6H R )rLIAt A { xmHiCN I IL, scale 1/4” I ]' $moi v - A Pmlep ILL 0910 A oTawBby: MI5 ILL A - AA Checked by: RGS A 1 ii { Shee1Tl11e REFLECTED n��x'IT AUIU� P CEILING & t 'TA ` ELECTRICAL ILL IA { ` ' a A6� r1 a �'P J``'. t Y t r GARAGE, CARPORT & SHED REFLECTED CEILING PLAN C� GARAGE, CARPORT & SHED #'-AyI PERMITSET LTL r� 1 GENERAL NOTES 200.3 THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE 350 CONCRETE/MASONRY ANCHORS 610.4 STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE ASTM A36, AND TAKE THE NECESSARY PRECAUTIONS TO ENSUNE THAT THE CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS FOUNDATION EXCAVATIONS REMAIN DRY DURING CONISTRUCTION. METALS FOR REVIEW BY STRUCTURAL ENGINEER. PROVIDE FOR DEWATERING AS NECESSARY. 350.1 ALL ADHESIVE STUD ANCHORS SHALL BE "HILTI 111 150 510.5 ALL BOLTS SHALL BE 5/8' DIAMETER ASTM A307 UNLESS NOTED ! t$ 100 DESIGN CRITERIA 200.4 THE CONTRACTOR SHALL USE EXTREME CAUTION DURING EXCAVATION. ADHESIVE CONCRETE ANCHORS" AS MANUFACTURED BY HIM OTHERWISE WITH 2 WASHERS PER BOLT. a/ 1 SUCH EXCAVATION SHALL BE PERFORMED IN SUCH A MANNER AS FASTENING SYSTEMS, INC. (OR APPROVED EQUIVALENT). 100.1 DESIGN BUILDING CODE: TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING 610.6 EXTERIOR STUD WALLS SHALL BE CONTINUOUSLY BRIDGED AT k STRUCTURES TO REMAIN. PROVIDE TEMPORARY SHORING AS 3502 THE "HAS ANCHOR ROD" SHALL CONFORM TO ASTM ADS STEEL, THE MID-HEIGHT WITH WOOD BLOCKING. A, FLORIDA RESIDENTIAL BUILDING CODE, 2007 REQUIRED. 'HAS SUPER ANCHOR ROD' SHALE CONFORM TO ASTM A193 STEEL_, , j AND THE NUT SHALL CONFORM TO ASTM A563, GRADE A 610.7 PROVIDE CONTINUOUS DOUBLE 2X TOP PLATE TYPICAL AT ALL WOOD " 1 1 200.5 CONCRETE SLABS ON GRADE HAVE BEEN DESIGNED TO BEAR ON STUD WALLS. SPLICES IN TOP PLATE PLYS SHALL BE MADE OVER $ yl1T J 1 b 1 1 100.2 GRAVITY LOADS: CTED FILL AS �4Jf( r. COMPACTED SUBGRADE SOILS OR PROPERLY COMPA 350.3 THE SPACING, MINIMUM EMBEDMENT, AND INSTALLATION OF THE STUDS. PROVIDE CONTINUOUS SINGLE 2X BOTTOM PLATE AT ALL RICHARD SKINNER DTI A. FLOOR LIVE LOADS: PER 200.1 . ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WOOD STUD WALLS. BOTTOM PLATES IN DIRECT CONTACT WITH AADOOCIATE5 ARCHL ECS !` � RECOMMENDED PROCEDURESCDNCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED UNLESS f° . 1 Ip + +t ° j•k i 1 . SECOND FLOORno PSF 210,_ SHALLOW FOUNDATIONS NOTED OTHERWISE. 2245 ft J.A. JNdIl:rcL,FIL P e 11!41 TJ V 1 , 2. STAIRS 40 PER j� {1 ) 420. MASONRY 610,8 NO CUTS, HOLES, OR COPES REQUIRED FOR OTHER TRADES IN - tjI � 1 RI F 8. ROOF LIVE LOADS: STRUCTURAL WOOD FRAMING WILL BE PERMITTED WITHOUT PRIOR "{4 210.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED IN REVIEW AND APPROVAL OF ENGINEER AND ARCHRECT. I ieAkei CK 1� 3) P jIp 1 1 ACCORDANCE WITH CRITERIA ESTABLISHED IN THE GIEOTECHNICAL �1 ] 1 . PITCHED ROOF 16 PSF 610.9 ONE ROW OF BRIDGING SHALL BE PROVIDED AT CENTER LINE OF III , { '� III° 1 1 ,110 �I ( I REPORT PER 200.1 . I1G 100.3 LATERAL LOADS: 210.2 SPREAD FOOTINGS HAVE BEEN DESIGNED TO BUR 420.1 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE UTESTT CDO6UlaTlt6 yy ON UNDISTURBED EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY JOIST SPAN OR AS INDICATED ON THE DRAWINGS. SOILS OR PROPERLY COMPACTED FILL HAVING AN ALLOWABLE STRUCTURES' (ACI 530) AND THE AM-SPERIICAN ONS FOR MASONRY 610.10 PRESSURE TREAT WITH WATER-BORNE PRESERVATIVES ALL LUMBER A. WIND LOADS (IN ACCORDANCE WIITH DESIGN BUILDING CODE PER BEARING CAPACITY OF 2000 PER, AS PER 200.1 . STRUCTURES' (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. FOR SILL PLATES AND OTHER WOOD WHICH MAY BE EXPOSED TO y iV 1 GENERAL NOTE 100.1): WEATHER OR EARTH, PRESSURE TREATMENT SHALL COMPLY WITH ' III IV IIsI! 11 210.3 ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH FOUNDATIONS ARE 420.2 ALL MASONRY WORK TO BE EXECUTED IN COLD WEATHER SHALL BJE REQUIREMENTS OF AWPA STANDARDS C2 AND LP-22. '111111 j1' i � p � i 1. BASIC WIND SPEED (3 SECOND GUST) 120 MPH TO BEAR ARE APPROXIMATE. MATERIAL ON WHICH FOUNDATIONS IN CONFORMANCE WITH THE RECOMMENDATIONS FOR COLD WEAMEIR NIH .�, 2, BUILDING OCCUPANCY CATEGORY = 1 ARE TO BEAR SHALL HAVE AT LEAST THE ABOVE NOTED CAPACITY, CONSTRUCTION OF THE LATEST EDITION OF "BUILDING CODE 610.11 ALL 'PARALLAM PSL' LUMBER SHALL BE CONFORM TO THE MOST I(i!1 p 1 I 3. WIND LOAD IMPORTANCE FACTOR (Iw) = to ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 1`-0" BELOW REQUIREMENTS FOR MASONRY STRUCTURES' (ACI 530) AND THE CURRENT SPECIFICATION OF THE AMERICAN PLYWOOD ASSOCIATION 4, EXPOSURE CATEGORY = D FINISHED GRADE. "SPECIFICATIONS FOR MASONRY STRUCTURES" ACI 530 1 OF THE IIIF I II'\ �H • 'T 1i, 5. ENCLOSURE CLASSIFICATION = ENCLOSED ( - ) WITH AT LEAST THE FOLLOWING MINIMUM DESIGN STRESSES: pp rYr j 1 1 'i1 6. INTERNAL PRESSURE COEFFICIENT Gc + - 0.18 AMERICAN CONCRETE INSTITUTE WITH THE FOLLOWING ADDITION TO ( PB = / 210.4 THE OWNER/CONTRACTOR SHALL RETAIN THE SERVICES OF THE REQUIREMENTS OF ACI 530.1 SECTION 1 8-B: FOR ALL p, FILL (BENDING\ 2,900 PSI f 7. COMPONENTS AND CLADDING PRESSURES: SEE PROFESSIONAL GEOTECHNICAL ENGINEER, SUBJECT HO THE APPROVAL CONDITIONS WHEN TEMPERATURES FALL BELOW 40 DEGREES F, THE B. FV (SHEAR) 290 PSI I ; 'COMPONENTS AND CLADDING WIND LOADS" TABLE, AND OF THE ARCHITECT TO INSPECT THE FOUNDATIONS, BEARING LEVELS, TEMPERATURE OF THE NEWLY LAID MASONRY OR NEWLY GROUTED 1 'COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM" ETC., AND VERIFY THAT THE MATERIAL ON WHICH FOUNDATIONS BEAR MASONRY SHALL BE MAINTAINED ABOVE 32 DEGREES (F) FOR A C. 2.000,000 P51 { S tl1 D HAS AT LEAST THE ABOVE NOTED CAPACITY AS PEP 200'1. MINIMUM OF 24 HOURS USING THE METHODS DESCRIBED IN ACI , Fc (COMPRESSION 530,1. PARALLEL TO GRAND 2.900 PSI 1 1 N p 1 110 GENERAL E. PC (COMPRESSION i ! 1 + '.�I ) 1 111�¢kII I d I II 300. REINFORCED CONCRETE 4203. MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OF PERPENDICULAR TO GRAIN) 750 P51 ASTM 0270, TYPE M OR S. F. Ft (TENSION) 2.400 PSI - 110.1 THIS DRAWING HAS BEEN PRODUCED ENTIRELY ON ATLANTIC 1 ! f, [�jl TTI }I {bi 'III I ENGINEERING SERVICES GAUD SYSTEM„ ANY OTHER LETTERING, LINES 420.4 GROUT SHALL CONFORM TO ASTM C476 AND AS FOLLOWS. 61012 ALL MEMBERS SHOWN ON PLAN WITH DESIGNATION 'PSC SHALL BE OR SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, 300.1 ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH PARALLAM PSL MEMBERS. ALL PARALLAM STRUCTURAL LUMBER Idi � j '1C HAVE BEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC THE "BUILDING CODE REQUIREMENTS FOR STRUCTLIIRAL CONCRETE' A, COMPRESSIVE STRENGTH (F'c) OF GROUT = F'm AS INDICATES SHALE BE APA RATED, EXPOSURE I. ALL ADHESIVES SHALL COMPLY ' RE INV STRUCTURAL Y 1i I � ENGINEERING SERVICES ANDA INVALID (ACI 318, LATEST EDITION) AND SPECIFICATIONS FOIR BELOW BUT NO LESS THAN 2.000 PSI, WITH ANSI/UNITE A190.1 'WET-USE" TYPE CONCRETE (ACI 301 LATEST EDITION) Of THE AMERICAN CONCRETE B. SLUMP IN GROUT SHALL BE 0 TO 11 INCHES AS MEASURED 1 \ 1102 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL INSTITUTE. MAX. AGGREGATE TO ASTM C143. 610.13 ALL SIDE LOADED PARALLAM BEAMS OR COLUMNS SHALL BE SOLID STRUCTURAL FEATURES, UNLESS HOTTED OTHERWISE. THE G MAX. AGGREGATE SIZE SHALL BE 3/0" (AGGREGATE GRADED PO AND SHALL NOT BE COMPOSED OF MULTIPLE PLIES TOP LOADED \\\ ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL \ II .I 300.2 MINIMUM DESIGN COMPRESSION STRENGTH (F'c) REQUIRED AT 28 PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 ANIO PARALLAM BEAMS MAY BE COMPOSED OF MULTIPLE PLIES OF 1 \ , 1 ( , DIMENSIONS. DAYS: C404). 3/4" THICK MEMBERS AND SHALL BE NAILED BY MINIMUM OF TWO 110.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS, ONLY DIMENSIONS 3000 PSI ROWS OF EXT16dERIOR NAILS AT 12" ON CENTER AND GLUED TOGETHER A FOUNDATIONS WITH AN EXTERIOR TYPE ADHESIVE `+ _ INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION B. SLABS ON GRADE _4000 PSI 420.5 LIMB CEMTIOUS MATERIALS IN MORTAR TTI: PORTLAND CEMENT +� AND EXTENT OF STRUCTURAL WORK. IFA REQUIRED DIMENSION IS C. BEAMS _5000 PSI CONFORMINGNG TO ASTM C160 TYPE I; LIME CONFORMING TO ASTM 610.14 ALL PARALLAM BEAM ENDS WHICH FRAME INTO BEAMS SHALL BE \MRK J KEISIER PE 37{35 NOT FURNISHED DRAWINGS THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION TO OBTAIN THE DIMENSION. 0207; MORTAR CEMENT CONFORMING TO ASTM C132a HUNG WITH HANGERS As MANUFACTURED BY KANT-SAG OR WITH 300.3 MAXIMUM WATER TO CEMENTITIQUS MATERIALS RATIO: APPROVED SUBSTITUTES WITH WORKING LOAD CAPACITIES EQUIVALENT 110.4 UNLESS OTHERWISE INDICATED, PROVIDE EQUAL SPACING OFA. FOUNDATIONS 0.60 4206 PROVIDE SOLID AND HOLLOW LOAD BEARING CONCRETE BLOCK UNi TO THE 'THD' OR 'HDD" SERIES HANGERS. - PER ASTM C90, TYPE THIO AS REQUIRED TO PROVIDE F'm AS CLEMENTS N �' ` STRUCTURAL COMPONENTS BETWEEN OVERALL DIMENSIONS INDICATED B. SLABS ON GRADE 0.45 NOTED BELOW. 610.15 PROVIDE END-COAT SEALING TO END AND CROSS CUTS AFTER ,11, 't Y ! ON DRAWINcs. c. eEAMs _o.as op p P { I 110.5 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. WTTINC TO FINAL LENGTH FOR ALL PARALLAM BEAMS. I\LSIDLN �� 1 300.4 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (MINIMUM 144 4207 MINIMUM 28-DAY ULTIMATE COMPRESSIVE STRENGTH OF MASONRY. ( . DIME SIN, IONS. EI'C., ANp SHALL NOTIFY THE ARCHITECT OF ANY AND DCF) WITH ALL CEMENT CONFORMING i0 ASTM C150, TYPE I, II OR 610.16 PROVIDE PATTERN IN COMPLIANCE WITH FBC RECOMMENDED H tp p! 'J ALL C EI MIC.,$ ADDITIONAL INFORMATION, EIC„ BEFORE A. F'm 1500 PSI FASTENING SCHEDULE WHEN JOINING TWO OR MORE FRAMING j ;' , 1 BEGINNING THE WORK. /II. MAXIMUM AGGREGATE SIZE SHALL BE 1 -1/2" FOR FOOTINGS MEMBERS. 1739 Beach Ave {{� f I0 + T \ AND 3/4" FOR WAILS AND SLABS. CONFORMING TO ASTM C33. Atlantic Beach, Florida hIX, I pi{ e 111 1106 THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION 620.0 HORIZONTAL JOINT REINFORCING FOR ALL EXTERIOR AND LOAD 610.17 PROVIDE DOUBLE JOISTS OR SOLID BLOCKING AT 24" ON CENTER M ( + OF EXISTING RUCTURES. SUCH D€MOLITION SHALL BE PERFORMED 00.5 REINFORCEMENT BEARING WALLS SHALL BE GALVANIZED TRUSS OR LADDER TYPE UNDER ALL PARTITIONS 4 ' I I OUR-O-WAL OR EQUIVALENT AS APPROVED BY THE ENGINEER WITH q vt: IN SUCH A MINNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF -/STM A615, 2-9 GAGE LONGITUDINAL WIRE AND 9 GAGE CROSS WIRE, SPACED 610.18 ALL WOOD JOISTS BEARING ENDS SHALL BE ANCHORED TO SUPPORT ,CN to J' ALL EXISTING STRUCTURES TO REMAIN, PROVIDE SHORING AS A. DEFORMED BARS REQUIRED. GRADE 60 AT 16" CENTER TO CENTER, UNLESS NOTED OTHERWISE. PROVIDE IN WOOD FRAMING WITH A TYPE A34 FRAMING ANCHOR, AS t 1B. WELDED WIRE FABRIC -ASTM A185 ADDITIONAL LAYERS OF JOINT REINFORCEMENT IN THE FIRST TWO MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. IN lL{ , 0 j'., 11( 'i HOT ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH COURSES ABOVE AND BELOW A MASONRY OPENING. PROVIDE LAP AS i IyC1 1 I. THE BUILDING CODE AND ALL LOCAL ORDINANCES. THE OWNER 300.6 MINIMUM COVER FOR CAST-IN-PLACE CONCRETE I�REINF., UNLESS RECOMMENDED BY MANUFACTURER WITH A MINIMUM OF 6", 610.19 ALL WOOD IST OR HEADERS ENDS WHICH FRAME INTO BEAMS DETACHED � i P 311 SHALL ENGAGE AN EXPERIENCED, QUALIFIED INSPECTION AGENCY, OTHERWISE SHOWN ON DRAWINGS, SHALL BE AS FOLLOWS: DISCONTINUE JOINT REINFORCING AT CONTROL JOINTS. PROVIDE 'L" SHALL BE HffffIIIING WITH THE FOLLOWING JOISTS HANGERS, AS GARAGE V SUBJECT TO THE REVIEW OF THE ARCHITECT, TO PERFORM ALL SHAPE AND 'T' SHAPE DUR-O-WAL AT ALL INTERSECTION CORNERS MANUFAQTUR50 BY SIMPSON STRONG-TIE COMPANY, INC.. OR WITH #� INSPECTION WORK, AS REQUIRED. A. FOOTINGS & GRADE BEAMS 3" APPROVED SUBSTITUTES WITH THE FOLLOWING WORKING LOAD jd illi p� 1., 2" WITH 8" MINIMUM LAP. SEE TYPICAL DETAILS. CAPACITIES\ i ' IL t 110.8 STEP FOOTINGS BELOW ALL SANITARYB. BEAMS (OVER MAIN REIART ' G AND WATER LINES. PROVIDE G SLABS CAST AGAINST EARTH 2" FOR 4" 4209. FULL BED AND HEAD JOINTS SHALL BE USED. JOIST - SIMPSON LOAD # 'I H$ } STEPS IN THE FOUNDATIONS IN ACC:pRDANCE WITH THE TYPICAL SLABS; DEPTH/3 FOR SLABS GREATER THAN $ SIZE HANGER CAPACITY j. 4! �y,+ I III DETAILS. COORDINATE THE E%ACT TRICATION AND ELEVATION OF THE 420.10 ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR COR I It It 7fa I � i� PLUMBING LINES WITH THE MECHANICAL AND PLUMBING DRAWINGS . 300.7 SPLICES IN REINFORCEMENT, WHERE PERMITTED, SMALL BE AS ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE 9F a 2XI5 U26 705 LBS, 1111 k ^ - 1 AND CONTRACTORS. PROVIDE SLEW�S IN THE FOUNDATION WALLS FOLLOWS. STABILIZING THE WALLS 2X0 '. U26 705 LBS. Y4J' I IL AS REQUIRED FOR PIPE PENETRATIONS, t`8 i 111 ppp A. WELDED WIRE MESH _8" 420.11 GROUT SOLID ALL CELLS IN MASONRY UNITS INSTALLED BELOW 2X10 1 0210 1 ,175 LBS. CLASS "B" GRADE. 2x12 HU2 1 .105 LBS. ISSUE �'+ IIhlp B. ALL OTHERS - 2 2X6 HU28-2 990 LBS. {� 4 120 SHOP DRAWINGS TENSION, q CASE '1' 2 2%0 HU28-2 1,303 LBS. ate mwiMlm j1M H I .± ' 11- MINIMUM, UNLESS OTHERWISE NOTED 420.12 GROUT SOLID ALL CELLS CONTAINING REINFORCING AND WHERE 2L � HU210-2 1 ,666 LBS. I I . IB. I PERMIT SET INDICATED ON PLANS AND SECTIONS. 2 2X12 HU212-2 2,( 16 LBS ;I',a1j11 120.1 ME CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY 300.8 CLASS "B', CASE "1" TENSION SPLICES IN INCHES.. SMALL BE ME 420 13 PROVIDE FINE GROUT PER ASTM C476 WHEN WIDTH OF GROUT ! 1 \IP I' ,. ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT, FOLLOWS: SPACE IS LESS THAN 2 PROVIDE COARSE GROUT FOR GROUT 610.20 ALTERNATE pORNECTION DUALS MAY BE USED IF SUCH DETAILS SHOP DRAWINGS SHALL BE SUBMI71ED FOR ALL STRUCTURAL ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. COMPONENTS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING; 3000 PSI 41 PSI SPACE WIDTHS 2" OR GREATER. PROVIDE FINE GROUT WHEN HOWEVER. THF ENGINEER SHALL BE THE SOLE JUDGE OF SIZE TOP BARS ALL OTHERS TOP BASIS ALL OTHERS REINFORCING HAS LESS THAN 1/2CLEARANCE. ACCEPTANCE AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE A, FABRICATED STEEL COMPONENTS; #3 410) 28 22 24 19 USE OF THOSE SPECIFIED DETAILS SHOWN ON THE DRAWINGS THE p Vgg I B. REINFORCING STEEL FOR CONCRETE AND MASONRY #4 (#13) 37 29 32 25 420.14 PROVIDE CONTROL JOINTS IN MASONRY CONSTRUCTION PER THE CONTRACTOR 'IS RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATE I � Vk 1 l C. CONCRETE ANO/OR MASONRY BOST-INSTALLED ANCHORS g TYPICAL DETAILS. PROVIDE MASONRY CONTROL JOINTS AS INDICATED DETAILS WHICH HE PROPOSES. ff I M (�16) 4J 36 40 31 3 1! yy j,4, ', 11.11 D. PREFABRICATED W000 TRUSSES #6 (X19) 56 43 48 3J ON PLAN. 1 1 kr IN Y I E ENGINEERED WOOD COMPONENTS (PSL WOOD FRAMING, 22 5n a N7 (X ) 01 63 70 420.15 PROVIDE CLEAN OUT AND INSPECTION HOLES AT BOTTOM OF Mji 1 ,,I I PLYWOOD CHORD FLOOR TRUSSES, ETC.) #8 ( 125) 93 72 80 62 MASONRY WALL IN ACCORDANCE WILD MASONRY CODE AT ill! 14 #9 (X29) 105 81 91 70 REINFORCING IF HIGH LIFT GROUTING (OVER 4 FEET HIGH) IS USED, I#a1 1 I I 120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE X10 (#32) 118 91 102 79 REVISIONS INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE( IL, SUPPLIED. SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE #11 ($367 131 101 113 57 420.Ifi DEFORMED BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, 51a ampuon ' ll p II ! GRADE so. PRowDE UNITED TO: MEMBER SIZES AND DIMENSIONS; GRADES TE MATERIAL I' �1 1 300.9 SPLICES IN TOP REINFORCEMENT SHALL LL MADE AT SUPPORTS ( 1 IqFURNISHED: MATERIAL PREPARATION REQUIRED; AND MATERIAL FINISH 1 . ^ � ) �1 AND 1MTERWL COATINGS TO BE FURNISHED. SPLICES IN BOTTOM REINFORCEMENT SHALL BE OVER SUPPORTS 420.17 MASONRY COURSING SHOWN IN SECTION Is APPROXIMATE. REFER IN 141 ( V { UNLESS NOTED OTHERWISE PIANS AND ELEVATIONS FOR ACTUAL COURSING. COORDINATE ACTUAL \ SII 1 I 1 120.3 THE CONTRACTOR SHALL SUBMIT PRINTED OR ELECTRONIC COPIES COURSING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. t 8 ' V( III " '. OF SHOP DRAWINGS FOR REVIEW BF ATLANTIC ENGINEERING 300.10 TOP BARS IN BEAMS SHALL TERMINATE IN A CLASS "B" TENSION SPLICE OR HOOK AT DISCONTINUOUS END. - SER CES. E LAYERS swat 610 STRUCTURAL LUMBER I. 120.4 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS 300.11 PARALLEL REINFORCEMENT PLACED IN TWO OR MON is PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND HAVE A CLEAR DISTANCE BETWEEN LAYERS OF 1" UPPER LAYER FOR GENERAL COMPWINCE WITH THE INFORMATION CONTAINED IN OARS SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM Scale A5 NOTED b 610.1 ALL STRUCTURAL LUMBER SHALL CONFORM TO THE MOST CURRENT Prolamin.: 0910 i @ THE CONTRACT DOCUMENTS. COMMEINTS REGARDING THESE LAYER. APPLICABLE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF TIMBER SUBMITTALS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCEDawn by. DCO WITH ME CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE 300.12 ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH CONSTRUCTION. ff eW ! 7 FOR PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE. Checked by'. MILK r ALL STRUCTURAL LUMBER S 111 1 1 S pl A REINFORCING SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE 610.2 HALL BE AS A MINIMUM LA0. 2 GRADE. tit 1 11 1111 s GALVANIZED WITH PLASTIC COATED FEET. ALL WELDED WIRE MESH DOUGLAS FIR-LARCH, OR SOUTHERN PINE AND SHALL HAVE AT Sbeetlile +I I 1 ( 1� a II`IY1 51 LEAST THE FOLLOWING MINIMUM ALLOWABLE DESIGN STRESSES ANI MMM I 000 FOUNDATIONS - GENERAL SHALL BE CHAIRED. MODULUS OF EASTICITY AT A MAXIMUM MOISTURE CONTENT OF qWX: 5 300.13 ALL TIES SHALL HAVE 135 DEGREE HOOKS. GENERAL 200.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE A. FILE (BENDING) 1,200 PSI q PSI CONSTRUCTED IN ACCORDANCE WITH1 CRITERIA ESTABLISHED BY NOTES 11 ejJ� aoo 1. / WHERE sU8 ON B. Fv,(SHEAR) . t PROVIDE 1 2" PREMOULDED EXPANSION MATERIAL 90 PSI kl \ III ) if III AGES OF EPO INC. IN THEIR GEOTECHNICAL REPORT (JOB LA0. GRADE IS POURED AROUND COLUMNS AND AGAINST WALLS UNLESS C. Fa(COSIOND ION\ 1,000 I 11 715240; REPORT LA0. 001) DATED JANUARY 9, 2012. OTHERWISE SHOWN ON DRAWINGS. D. F[.(TENSONI 625 PSI 1J I I M1 n I "I i! 1 1: 1 +A Y '" 200.2 NO BACKFILLING AGAINST FOUNDATION WALLS SHALL BE PERMITTED E E 1.600,000 PSI\ ` 300.1!i CONTRACTION JOINTS FOR SLABS ON GRADE SHALLL BE SPACED NO fibeef Number UNTIL SUPPORTING STRUCTURALISHING BE TS HAVE BEEN PLACED AND MORE THAN 16 0" CENTER PANELS FORMED BY JOINTS OR 610.3 ALL LUMBER SHALL COMPLY WITH ED 20 'AMERICAN SOFTWOOD HAVE BECOME CAPABLE OF FURNISHING THE NECESSARY SUPPORT SLAB EDGES SHALL BE AS SQUARE C POSSIBLE WITH A LUMBER STANDARD" AND WITH THE APPLICABLE RULE OF FACTORY INSPECTION 1{! , FOR THE WALLS. PROVIDE RED ON MO SHORING WHERE REQUIRED. somi 4 ! 1 WHERE BACKFILL IS REQUIRED ON LENGTH-TO-WIDTH RATIO NOT TO EXCEED 1 .5. AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY [ MOTH SIDES OF THE WALL, MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF INSPECTION l 1 E� BACKFILL BOTH SIDES SIMULTANEOUSLY WITH A GRADE DIFFERENCE 300.1 fi PRIOR ET CONCRETE PLACEMENT, THE CONTRACTOR SHALL SUBMIT A AGENCY EVIDENCING COMPLIANCE WITH GRADING RULE wMmVn Enphlxtlnp 801MIGa a! 111 Y " N10;LIIl � INOT TO EXCEED 2'-O" AT ANY TIME CONTRACTOR SHALL USE CONCRETE TO DESIGN PREPARED IN ACCORDANCE WITH ACI-318 REQUIREMENTS. e 2 7 ^ Iv ll LLry 4 ' ' EXTREME CAUTION DURING E OF LUNG TO PREVENT DAMAGE TO CHAPTER 5 TO THE STRUCTURAL ENGINEER FOR REVIEW, o FF I § FOUNDATION WALLS. THE USE OF H11EAyy EQUIPMENT FOR .� ye BACKFILLING IS NOT RECOMMENDED FL �eel AMeAf -s PERMIT SET J� 911 a�t Fill w I4� �I .� 620, STRUCTURAI WOOD PANELS/WDDD SHEATHING 635.6 ERECTION SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE II llil RECOMMENDATIONS. 1 I I 1 { 1 6357 NO SPLICES IN WEBS CHORDS OR OTHER LOAD CARRYING I 111 1 'I 1 620.1 FURNISH PANELS THAT PRE EACH FACTORY MARKED WITH A MEMBERS MAY BE MADE WITHOUT REVIEW AND APPROVAL ON THE y { ( 1 I IT I• 11 1 CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND FINAL TRUSS SHOP DRAWINGS WHICH INCLUDE SPECIFIC LOCATIONS j i SPAN RATING REQUIREMENTS. RTE CENTER-TO-CENTER SPACING IN t 11 "^ AND DETAILS FOR ANY SUCH SPLICE(S). GARGE GARAGE ROOF OVERHANG + nj INCHES SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE + / L. ( PANELS. wsTALunou of THE PANELS SHALL BE N ACCORDANCE TEMPORARY COMPONENTS AND CLADDING WIND COMPONENTS AND CLADDING {IV' WITH THE RECOMMENDATIONS OF THE Al 635.8 BWITH RACING"RECOMMENDED TAL PLATE CONNECTEDATIONS FORTRUSSESP (DSB-89) ZONE EFFECTIVEE INSTALLED IN ACCORDANCE GW DD ARE4OR EXPOSURE NDEPREDSSURES ZONE)WIND DE LOADS ND FOR (FETX)PGSW IEP DSSURES ROOF ANGLE 7-27 DEGREES 120MPH ROOF ANGLE 7-27 DEGREES _ 120MPH 620.2 PANELS SHALL COMPLY WITH E OC FOLLOWING OR UIRE AND ATpq AND `COMMENTARY AND RECOMMENDATIONS FOR HANDLING. pp' N PRP-108 AN SHALL MEET THE FOLLOWING REQUIREMENTS: INSTALLING AND BRACING METAL PLATE CONNECTED W000 TRUSSES" 1 100 37.2 -40.6 2 10.0 -68.0 RICHARD SKINNER ITS y fls' iI (HIB-91). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS p I F A. FLOORING: 23/32 ADVANTECH FLOOR SHEATHING BY HUIBER DESIGNER. TEMPORARY B070M CHORD WEB BRACING SHALL REMAIN 1 20.0 36.1 -}8.5 2 _ 20 0 _ _ -66] fA550C14T�5 ARCHITECTS 1 '' ENGINEERED WOODS. PERMANENTLY IN PLACE. THE BOTTOM CHORD BRACING SHALL NOT - _ 1 50.0 347 -35.8 2 500 840 k KAAF n FFk 4 I EXCEED 10' FOR M CHAR WHERE NO SHEATHING IS ATTACHED TO a r ) l B. WALL SHEATHING: THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. 1 100.0 337 -}3.J 2 1000 -61 9 . >ncum as PROVIDE 2X4 LATERAL BRACING AT 36" ON CENTER UNDER 2 10.0 37.2 -a7.5 3 10 0 -68 8 rd �r.�lLL a I " " 1.MIN. THICKNESS = ,/2" PIGGYBACK TRUSSES. AT TRUSSES REQUIRING WEB BRACING, -20 - - - - - rl t 2.BOND CLASSIFICATION = EXPOSURE 1 EXTERIOR PROVIDE 2X4 DIAGONAL AT 20' MAX NAILED TO WEBS FROM ROOF 2 20.0 36.1 -454 } _ 200 -667 COOSUIIefItB 3 1 3.GFADE = STRUCTURAL TO BOTTOM CHORD. ALL BRACING SHALL BE NAILED WITH 2-16D 2 500 34.7 42.7 3 50.0 -640 1 t 4CPAN RATING = AS REQUIRED TO SUIT STUD SPACING NAILS TO TRUSSES. FOR TRUSS SPANS EXCEEDING Fill SUBMIT -- -- -- -- -- - - p M t 2 100.0 33 J -40.6 } 100.0 BRACING DRAWINGS SIGNED AND SEALED BY A REGISTERED 1 C.ROOF SHEATHING' ENGINEER IN THE STATE OF FLORIDA. T - 3 10 0 37.2 47 5 2BN. THICKNESS 3/4" 635.9 BOTTOM CHORD BEARING MANNER W CHORD TRUSSES SHALL BE 3 200 36.1 454 2.BOND - SHEATHING EXPOSURE 1 [EXTERIOR] CLEARLY MARKED C A MANNER WHICH WILL AVOID TE INSTITUTE, 3 500 34.7 -427 {II 3.GRADE = SHEATHING STRUCTURAL INSTALLATION IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE. _ 4.SPAN RATING AS REQUIRED 70 SUIT JOIST/TRUSS 'NATIOTRUSS DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD 3 WALL 337 40.6 SPACING TRUSS CONSTRUCTION; AIVSI/TPI 1 - LATEST EDITION. - WALL 5203. ALL PANELS SHALL BE CLASSED EXTERIOR. 6}5.10 THE WOOD TRUSS MANUFACTURER SHALL DESIGN AND SPECIFY ALL 4 10.0 40.6 44.0 rl,- , ] 1 i CONNECTIONS AND CONNECTION COMPONENTS BETWEEN WOOD -- --RUSSES TO 4 20.0 38,9 _ 620.4 ALL 42.3 LOCATEDOOVEROROOF SUPPORTSNELS SHALL HAVE THE ENE JOINTS AND SHALL HAVE THE ROWS STAGGERED THE SSUPPORTING SES AND �STRUCTURE CONNECTIONSRING ACONNECTIONS ANDOD TCONNECTION 4 GOD 36.5 -39.9 c ONE HALF PANEL 11 +, SPACE AT PANEL LENGTHENDS FROM ADJACENT PANELS. PROVIDE 1/e' COMPONENTS SHALL BE INDICATES ON THE FINAL SHOP DRAWINGS. y 100.0 34.4 -37.8 O PG III h _ 5 p, 5 10-0 40.6 -54.4 0 i 620.5 ALL WALL PANELS SHALL HAVE THE END JOINTS LOCATED OAR� I � { II 1 SUPPORTS. 5 20.0 38.9 -50.6 � ® I I IF 5 50 0 36.5 -45.8 O O. 6206. WALL PANELS LOCATED IN STRUCTURAL SHEAR WALLS WHICH ARE 5 100.0 34A -42.3 r INSTALLED IN MULTIPLE COURSES (ROWS) SHALL HAVE VERTREAL \�/ PANEL JOINTS STAGGERED ONE HALF THE PANEL LENGTH AND SHALL HAVE THE FREE EDGES OF THE PANELS BLOCKED BETWEEN qS{ THE STUDS WITH 2X4 BLOCKING INSTALLED WITH THE BROAD FACE UA AGAINST THE FACE OF THE PANEL. PROVIDE SPACE AT PANEL OVERHANG ENS AND EDGES. SEE PLAN NOTES FOR ADDITIONAL INFORMIATION. ' \ IF 6207 ALL PANELS INSTALLED IN FLOORS SHALL HAVE CARPORT \ p i � TONGUE-AND GROl EDGES- COMPONENTS AND CLADDING WIND _ , Lk LOADS FOR EXPOSURE D _. _. _ °� O} 03 OO i O MARK J K85TER PE SAKI 620.6 ALL ROOF STRUCTURAL PANELS SHALL BE NAILED WITH 80 SPIRAL T +y" ZONE EFFECTIVE WINO AREA (R ) - WIND PRESSURES - ll 1 OR RING SHANK NAILS AT 6" ON CENTER AT ALL ENDS AND EDGES / 620.9 ALL WALL STRUCTURAL PANELS SHALL BE NAILED WITH fiD COMMON ANGLE J-2J DEGREES 120MPH - _ O O OVERHANG sY AN INTERMEDIATE SUPPORTS S ZONES 1 AND 2. NAIL SPICING ROOF k SHALL BE 4 GO AT ALL ENDS AN EDGES AND INTERMEDIATE 1 10.0 287 -23G Q2 - SUPPORTS AT ZONE 3 20.0 28.7 239- _ . CLEMENTS {' S NAILS AT C ON CENTER AT ALL ENDS, EDGES, AND INTERMEDIATE 1 50.0 28.7 -23.9 O O O p i) 28.7 -23.9 L I D SUPPORTS. NAIL SPACING SHALL BE 4" ON CENTER AT CORNER O O R S ENCS "5{ 3� STUDS 2 100 45.5 35.9 620.10 ALL FLOOR STRUCTURAL PANELS SHALL Bf NAi WITH 80 2 �y 20D 45.5 35a 17ic Bach,each Ave 1 COMMON NAILS AT 6" ON CENTER AT ALL ENDS AND EDGES AND 2 50.0 287 23.9 Q Q tO O2 Al13ITlIC BBdCh, FOdd2 NTER AT ALL 1 620.11 PROVIDHNMINIM M 2%4 EDGE INTERMEDIATE AT ALL HORIZONTAL - " 2 1000 287 2} 9 e + 3 10.0 45.5 359 O 0 STRUCTURAL PANEL JOINTS FORA DISTANCE PA 4'-0" FROtq ALL -- GABLE END WALLS. ALL STRUCTURAL ROOF PANELS SHALL 13E3 20.0 455 359 - Q - NAILED WITH BD SPIRAL OR RING SHANK NAILS AT 8' ON CENTER 3 50.0 287 23.9 y// } + DETACH ED ' d� I 1 AT ALL ENDS, EDGES, AND INTERMEDIATE SUPPORTS IN THOSE �/ , 44444411° AREAS. 3 100.0 287 -23.9 GARAGE II , XI f� 620.12 METAL PLATE WOOD TRUSSES SERVING AS BOUNDRY ELEMEWIS IN SII� J I WOOD DIAPHRAMS SHALL BE EITHER DESIGNED FOR THE Ti Ir ARACHEMENTHORIZONTAL UNIT SHEAR INDICATED ORRCE EQUIVALENT FULLY SHEATHED BYHE STRUCTURING OVERHANG WOOD PANELS ATTACHED AS SPECIFIED FOR THE DIAPHRAM IN WHICH THE TRUSS IS INSTALLED. 635 WOOD TRUSSES COMPONENTS AND CLADDING ISSUE I WIND PRESSURE DIAGRAM ale e eli 635.1 WOOD TRUSSES SHALL CONFORM TO THE MOST CURRENT i of I - 18. 1 PSRMD SET APPLICABLE EDITION T THE DESIGN SPECIFICATIONS FOR FLUS c = 3'-0" 55 1 METAL PLATE CONNECTED WOOD ROOF TRUSSES, OF THE TRUSS PLATE INSTITUTE, INC. AND THE NATIONAL DESIGN OF THE FOR STRESS GRADE LUMBER AND ITS FASTENING, OF THE NATIONAL I FOREST PRODUCTS ASSOCIATION. 635.2 WOOD FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE I LOADS INDICATED BELOW AT THE DEPTH AND SPACING INDICATED ON THE DRAWINGS. T Al DEAD LOADS: 1 q 1. DTOP CHORD p h DEADEAD ED LOAD 20 PSF t 2. UNIFORM BOTTOM CHORD REVISIONS j TI - I� DEAD LOAD 5 PSF ' U 3. BOTTOM CHORD CONCENTRATED F [IF 11 o. re eecrip,ion ! LOAD AT Y LOCATION 1 T I 1' �,.� ANON BOROM CHORD 150 LBS, N `I B. LIVE LOADS = SEE DESIGN CRITERIA GENERAL NOTES { r 635.3 THE ELECTION OF THE BOOR AND ROOF TRUSSES UNDER THE r 1 ]I INDICATED LOADS AND AT THE SPAN ANDINGS SHOWN OM THE CONTRACT DRAWINGS SHALL MEET THE FOLLOWING CRITERIA: T 5 I ' II All R sialin AS NOTED T ' ll I Al ROOF TRUSSES THE DEFLECTION DUE TO THE TOTAL ROOF LOAD P leal No 0910 1 SHALL NOT EXCEED THE SPAN LENGTH/240. THE DEFLECTION DUE TO THE ROOF LIVE LOAD SHALL NOT EXCEED THE SPAN Drawn by DCO LENGTH/360. DETERMINATION OF THE DEAD LOAD DEFLECTION CM1eckeE by: MJK SHALL UTILIZE A TIME DEPENDENT DEFORMATION (CREEP) VACTOR OF 2.0. Street The B. FLOOR TRUSSES' THE DEFLECTION DUE TO THE TOTAL ROTOR LOAD SHALL NOT EXCEED THE SPAN LEINGAHOOl THE GENERAL gyp pp rA DEFLECTION DUE TO FLOOR LIVE LOAD SHALL NOT EXCEED THE GENERAL SPAN LENGTH/360 DETERMINATION OF THE DEAD LOAD DEFLECTION SHALL INCLUDE THE PARTITION LOAD ALLOWANCE NOTLJCq p AND SHALL UTILIZE A TIME DEPENDENT DEFORMATION (CHEEP) FACTOR OF 2.0 Sheet Nurnber i^ 6}5.4 THE WOOD TRUSS AND MANUFACTURER CH SHALL SPECIFY AND PROVIDE ALL 1 d BRACING AT TOP AND BOTTOM CHORDS REQUIRED TO STABILISE THE /� O . ` 4 k i I Iy 9 FLOOR OR ROOF STRUCTURE DURING AND AFTER UCTURAUCTIC3N, IN J_ L) II p I �I j ADDITION TO THE BRACING INDICATED ON THE STRUCTURAL Ir t oRAwwcs /1fYndlc EnW rin0 YMwe Cl THE W000 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL A - ad CALCULATIONS STAMPED BY H REGISTERED PROFESSIONAL L TRUSS r Y. p LICENSED IC PRACTICE IN THE STATE OF FLORIDA FOR ALL TiZU55 y TYPES. WHICH INDICATE TRUSS CAPACITIES AND DEFLECTIONS. j p ae pubo xa PERMIT SET FL cnn dpi ccwAevi p It �n�" r jl RICHARD SKINNER F - - � ry 4 AssoclATrs ARCHITccrs EN I r PROPERTY LINE m , 67_ ._ ._ ._ _ - _ _ ._ ._. -__. _ _____. _. _ ._. _ _ _ ._. _ ._. _ ._ .___. _. _ _. _ ._ - ____. _. _ ._. _ _. _. _ . _. _. _. _. _. _. _ _. ___. _. _. _ ._. _ dVG w,. f r - - - - - - - - - - - -' Consultants I i _ _ _ - -MZ _ I I II Z� , i alI rtI Ir � I I r X1 ; 1 Oi NOTE t� {rl F E-I, CJ }{ I tri 52.3 _ S p IQ 4'_D"X4'-O°X('-4"DEEP { r 1 I, • d THICKENED SIAS REINF ' WITH 5#5 EACH WAY 8070M1 I I I 1 NOTE � I T'V i 1 NOTE 6 P1 �--- NOTE 2 -- _ MARK J KEISTER PE 3 35 ' u T tLOA F — I Ell ° ' � : � 3� ��-- - - - - - - � CLEMENTS - - - - - - - - D vCJ RESIDENCE 1739 Beech Ave — — — — Atlantic Beach, FII IL 4I L 7rTIMBER POST SCHEDULE }t 1 }' MARK CONFIGURATION # OF STUDIO 2 C6ARAGE� P2 ® 3 1 � M P3 4X4 CONTINUOUS WALL O l FOOTING SCHEDULE I MARK SIZE (REINFORCEMENT P4 ® 4%6 ISSUE 4 ate esalPlwn I'. _ ISS CONI NOTES G WF2.0 2 -0" WIDE X1 -4" DEEP I I . IB. I PERMIT5U N3. TIES AT 24'OC 1 . SEE ARCH DRAWINGS FOR WALL WIDTHS. t I p T> S �`v t 'I BUILT UP STUDS i0 MATCH WALL WIDTH 0;�� CONT e 5T uc eTnu rvG wd LTO ee evnwnieo vePuzro AT LOCATIONS SHOWN. 1 1 WFAO 4'-0" WIDE X1 '-4' DEEP AND FTCE !AEW TNS COAT OF TRAM ONAL3 2, ALL HEADER JACK AND KING STUDS SHALL } �` $3 TIES AT 24"OC PART TUCCO winCv`T eu FN15n BE FASTENED TO EACH OTHER WITH 2-!Q0µ0 Of R is Ii L L 10b COMMON NI AT SOC STAGGERED,. \ _ _ I— ._. _ — _ - - _..___.._.. _.._.._.._.._ _..___.._ — _ — _..._ ._.._.._ ._.._. _ — _.._..___ . ___ ._.. _ — _.._.._. ___.._ ._ ._.._..___..__ _..- 1 _ PROPERTY LINE — _ _ MASONRY PILASTER SCHEDULE MASONRY WALL GARAGE FOUNDATIION / FIRST FLOOR PLAN MARK CONFIGURATION REINFORCEMENT SCHEDULE t 1 t {{ g SCALE: } = 1 '-0" 4M5, 2 CELLS REVISIONS MARK VERTICAL REINFORCING NOMINAL REMARKS M1 m (DOUBLp REINF i BLOCK WIDTH NOTG$; ) - ete nulRlbn 1 ( I 111 A 1#5 AT 4'-0"OC MAX, CENTERED B" 1 . 4" CONCRETE SITAR ON GRADE REINFORCED WITH 6X6-WIAX1 .4 i f� WWM ON VAPOR BARRIER GN COMPACTED FILL. 2 6{(6, 3 CELLS y14 1,1� <S> 2#5 (1 -EACH FACE) AT 2'-©"OC 0" NOTE 3 (DOUBLYT REINF) 2, 6" CONCRETE SLAB ON GRADE REINFORCED WITH TWO LAYERS OF j 1 C 2$6 (1-EACH FACE) AT V-4'OC 12" NOTE 3 6X6-W1.4X1 .4 WWM ON VAPOR BARRIER ON COMPACTED FILL 2$5, 2 CELLS NOTES! I NOTE 4 (UNDER ELEVATOR). © (SINGLY REINF I { i 1. FILL REINFORCED CELLS SOLID WITH 3000 PSI GROW- DRAWINGSm ) 2. SEE TYPICAL MASONRY DETAILS ON SHEET S-5.1 FOR 3. SEE ARCHITECTURAL ATER FOR TOP OF FOOTING ELEVATIONS q ' g STEP FOOTINGS BELOW WATER AND SANITARY PIPES. SEE TYPICAL (SIN 3 CELLS {y : REQUIRED ADDITIONAL WALL REINFORCpMENT. ® 6wle AS NOTfO ' { b DETAILS A/SS.X AND C/59X. (SINGLY' REINF) I 3. GSE SPACERS TO PROPERLY LOCATE 1REINFCRCING. Prolect No.: 0910 7 4, GROUT ALL WALLS THAT RETAIN SOIL SOLID WITH 3000 PSI GROUT, 4. SEE CONTINUOUS WALL FOTOTING SCHEDULE ON THIS SHEEP FOR 8$6. 4 CELLS + 9 FOOTING SIZE AND REINFOIRCING UNO ON PLAN. Drawn by OCO (DOUBLN REINF) sT ! 5. COORDINATE FLOOR ELEVATWITH Checked by MJK TIONS SLOPES AND RECESSES P 9 NOTES. ARCHRECT DRAWINGS. 1, FILL ALL CELLS SOLID WITH 3000 P51 GROUT. p�Shell Title S Ip f I ( § 6. SEE ARCHITECTURAL DRAWPNGS FOR HEIGHT WIDTH, AND LOCATION FIRST FLOOR OF TIMBER POSTSCHEDULE (THIS STEP FOR ANDONRY WAU-S WALL AUP OPENINGS STUD REQUIREMENTS. P 7. SEE MASONRY WALL SCHEFJULE ON THIS SHEET FOR MASONRY WALL AND FOUND . i j I L SIZE AND REINFORCING. LAN 1 i3 0, SIMPSON HDOB-SDS3 AT (POST WITH 7/8 DIA THREADED ROD SET IN Sheet number EPDXY. JI ** Simi 3 Jld! oemuv R'll RP 7A 4UD "1 91 AFF9AP �eervxne or a, a 444 rNP %MI s cwflss PQ2MIT6ET li 1 z low I r � RICHARD 5CNNER 4 4550GIATE5. ARCHITECT5 F4 SIMPSON H8 TYP SIMPSON HE y v UNO. SEE HURRICANE U>)J0. SEE HUTYP RRICANE6x �o 11 TIE DOWN SCHEDULE rT11E DOWN SCHEDULE I w M �/ C y c waaConsultants Pt I. E Pi N �: gl O i it III HUC210-2 EACH END . 2-2X10 WITH OMPSON I Q P4 P3 % A AT -4 'OC NO !2% 0 T OC UNO '�' C 0 j P I 2-2X8 COLLAR TE I t 1 — _ AT TRUSS T-1 ! IiI i "- S2.4 P1 © � P1 � III I x � I Ori - NOTE 6� 4 � I I � I I @ I � I II N P.I�e COI R IES UNI CE IND IQ%e1 COLI N I S UI0 � Ii � yI P 1 "I s,,it it it I — In- I r< tI iP(E ON S 2%i / ` 2- 10 STR GT AL / ` iI� R10cE 2-zx10 WHH SIMPSON 1 ; HOG21 G-2 EACH END DSIM — 2� AT - 'OC UNO G T - C U tl I 52.4 I I II MARK J KESIER P 72xb I J 5 r ' 3 1 2X16 PSL ) T - l�82.4 1j CLEMENTS z _ II n B TYPpII IL- - - L L 2-2x10 WITH SIMPSON RESIDENCE HUC210-2 EACH END 3 2%6 11 3 2%6-1 1 �O 2 2 �� •. E Ei u1 _ _ _L _ J �_ 1739 Beach Ave Atlantic Beach, Flontla sea x j 2-'2%0 WITH SIMPSON III S __ _ -_ HU(126-2 EACH END '� ® QJ _ T DETACHED R FRAMIN I . HEAD G A 3^ 4 , e RacE 1 � I A }� E, II (2) 2X6 0/2 C OB M SIyV,PSON HB NP C . 1 m f 1 I SEE HURRICANE UINO, SEE HURRICANE _ -k KING STUDS EACH SIDE OF OPENING TIE DOWN SCHEDULE TINE DOWN SCHEDULE �7a } W JACK STUDS EACH SIDE OF OPENING ' GSA AGE SECOND FLOOR FRAMING PLAN �` GARAGE ROOF FRAMING PLAN f11 SCALE: }" 1 '-0" —SIZE OF HEADER MATERIAL SCALE: L" 0 .. NOTES, k ylP ii i. COORDINATE FLOOR ELEV TI ONS WITH ARCHITECTURAL DRAWINGS. PLIES IN HEADER NOTES • ISSUE 1, TOP OF LOAD BEARING WALL EL SEE ARCHITECTURAL DRAWIfyGS. it S 2 SEE ARCHITECTURAL DRAWINGS FOR HEIGHT, WIDTH, AND LOCATION NOTES: n date desorption FERJAIT 1 ' I OF TIMBER AND MASONRY WALLS AND WALL OPENINGS SEE TIMBER 1 . ALL HEPoDERS SHALL HAVE MIN 2-1/2" PLYWOOD 2. SEE ARCHITECTURAL DRAWINGS HEIGHT. WIDTH, AND OPENINGS SEE TIMBER I . I B. 1 PERMIT StT SEPARAdQRs BETWEEN PLIES UNO IN PLAN OR SECTION. OF TIMBER AND MASONRY "` POST SCHEDULE THIS SHEEP FOR BUILT UP STUD REQUIREMENTS. POST SCHEDULE THIS SHEiET FOR BUILT UP STUD REQUIREMENTS. U( j 'il� t21 3. SEE A/S5.3 FOR TYPICAL STUD WALL FRAMING DETAIL. 3. SEE GENERAL NOTES FOR ROOF SHEATHING REQUIREMENTS. 4. • - DENOTES 1/2' DIA. ALL THREAD ROD UPLIFT ANCHOR FIXED 4. SEE SCHEDULE THIS SHEEP FOR HURRICANE TIE DOWN {�.yp LocnnoNs. WHERE ALL THREAD Roo uauFr ANCHOR LocnnoNs HURRICANE TIE DOWN SCHEDULE REQUIREMENTS. IN I " ( j ARE NOT IDENTIFIED THEY SHALL BE SPACED AT A MAXIMUM 4'-0' OC ALL ANCHORS SHALL BE DRILLED AND EPDXIED TO TOP OF MARK HOLBDOWN/HURRICANE TIE NOTES 5. SEE ALL THREAD ROD UPLIFT ANCHOR NOTES ON SHEET 5 5.1 FOR WALL WITH MIN 6 EMBED. SEE TYPICAL DETAILS AND NOTES ON TOP OF WALL FASTENING TREQUIREMENTS. i II 1 p S-5.1 FOR ADDITONAL INFORMATION. (D SIMPSON HIS 3 6. SEE CALLOUTS THIS SHEET FOR WOOD HEADER REQUIREMENTS. DENOTES SHEARWALL. SHEARWALLS SHALL HAVE Q SIMP'SON LS70 4 SEE HEADER KEY THIS SHII 1 BLOCKING AT ALL PLYWOOD EDGES AND BE NA.LED AT ALL ENDS, REVISIONS L 111 ` EDGES AND INTERMEDIATE SUPPORTS WITH 10D NAILS AT 3" O.C. © 1 -91MPSON VGT 5 7. NAIL ALL MULTI-PLT WOOD BEAMS PER DETAIL B/55.3. SEE HURRICANE TIE DOWN SCHEDULE FOR HOLDDOWN o . sle eeplGbn REQUIREMENTS AT BUILT UP STUDS. SHEARWALLS SHALL HAVE ALL OD 2-SNMPSON LS70 6. PROVIDE 2X6 MIN BLOCKING AT ALL RIDGES, HIPS, VALLETS,`F_AVES I f THREAD ROD UPLIFT ANCHORS LOCATED AT EACH END AS INDICATED AND UNSUPPORTED PLYWOAOD PANEL EDGES. I1 f ON PLAN. © swiPSON HOQ8-SDS3 C F 9. ALL METAL CONNECTORS T1HAT ARE IN CONTACT WITH PRESSURE T 6. SEE GENERAL NOTES FOR WALL SHEATHING REQUIREMENTS. NOTES: TREATED WOOD SHALL BE :STAINLESS STEEL OR GALVANIZED. I. 1 . CONTRACTOR SHALL NOTIFY ENGINEER IF FIELD CONDITIONS CONTRACTOR SHALL VERIFYI COATING REQUIREMENTS WITH TREATED 7. j1 ALL METAL CONNECTORS THAT ARE IN CONTACT WITH PRESSURE PROHIBIT THE USE OF HURRICANE TIE DOWNS SPECIFIED ABOVE. WOOD AND METAL CONNEC}OR MANUFACTURER. !41141 s ,i & TREATED WOOD SHALL BE STAINLESS STEEL OR GALVANIZED. 2. SUBSTITUTES MAY BE USED ONLY WITH APPROVAL OF THE CONTRACTOR SHALL VERIFY COATING REQUIREMENTS WITH TREATED ENGINEER OF RECORD, W P ALL RAFTER TO TOP PIAT ) . % . WOOD AND METAL CONNECTOR MANUFACTURER. 3 PROVIDE AT E CONNECTIONS USO. 1 IIS 4, PROVIDE AT ALL RAFTER TO ROOF MEMBER CONNECTIONS Seek: AS VOTED LA j 9 0. 4" CONCRETE SB ON GRADE REINFORCED WITH 6%6-WT4X1 .q (IE RIDGE BEAM, HIP RARProject ER) DNS. PmjeG No.: 0910 WWM ON VAPOR BARRIER ON COMPACTED GILL. 5. PROVIDE 5/BY'DIA THREADED ROD SET IN EPDXY. MIN 6' EMBED. I _ '� oreWe by oeo VCheckedor MJK jIIII a " JIi� , ECOND f1_00 1I• I �1 I�" 1 $ f L . I;I 1 j n AND ROOF PLAN I I Sheet Number ,T111r i� I . I I '' 1 1 ;. •� S . 2 �AYNrrtI Fn0111OM1q -k e of c1t. 20T b as T " PERMIT 6ET {{ ( . I ) ' �.Y, 6 : I ; 11£j �I I � I RIDGE BEAM ' t SEE PIAN - SIMPSON L70 1 ttP AT RIDGE REAM / I ROOF RATHER l-WOOD RAFTER `( SEE PLAN SEE PLAN -2X0 CONT WITH 3-12d NAILS HURRICANE TIE PLYWOOD SHEATHING I / AT EACH ROOF JOIST " -?- SIM PLAIN SEE PLAN 1 .; SIMPSON VO L550 AT EACH ROOF JOIST ( ° 1 �5-tOd NAILS SEE PCIAANNE TIE 4AAsso RICHARD Iv. QS s AT EACH RAFTER BEARING CONN TYP _ 1 EACH SN VO EACH SIDE T EACH VO d' SEE ttPICAL TRU55 _ Ai EACH RARER " I� RAFTER BLOCKING BEARING CONN lYP _ SII DETAIL SEE TYPICAL TRUSS rest- s 1 RARER BLOCKING -TRUSS T-1 BEYOND AT 5-10tl NAILS 7+( FF% �2xs CEILING JOIST BOLTS SIDE OF DORMER Consultants AT 1'-4 OR f T SHEATHIN SEE PLAN - -- SEE HURRICANE TIE -2X BOTTOM PLATE BLOCKING GROW AND ARCH SIMPSON L]0 ATTACHED TO TRUSS RAFTERS ` 1�5k T-1 WITH 1 2"DIA % 5" AT EACH RAFTER y WOOD HEADER I � / / BEARING CONN ttP SEE PIAN LAG BOLT$ AT 1 '-4"OC 2'-0" CRIPPLE� '(i2%4 STUDS AT 1'-4"OC WITH 0-100 NAILS 2%4 LEACHED SEE TYPICAL TRUSS IT U WITH SIMPSON RSP4 TO EACTOP AND 6070M WITH 2S 2%4 RATTER BLOCKINGAT 1 '-4'OC DETAILIj f 0. I - ATMFAON JOIST IF 1 2 PT2xG TOP PLATE 2-2x4 I WITH 1/2-DIA THREADED RODS SFT IN EPDXY 9 5 AT 1' AT 2'-SOC WITH I TIF J K��q T I NTI MIN 6 EMBED III �1�kIE It1 1 SHEATHING UPLIFT THENEADED R00 IFT A CHOR2-CMU TROUGH f II CII SEE PLAN ALL THREADED ROD SEE PIAYN BLOCKS BLIND $ I] k{L AND ARCH UPLIFT ANCHOR NUT AND) WASHER WITH 4#5 DONT SEE PIAN TYp _ NUT AND WASHER I STUD WALL {1 ttP SEE PLAJI 33pL SHEATHING 'tF�Fl 2-PT2X0 SEE ARCH SIMPSON LSTA 9 4-100 MAILS TF1 555 J,`J TOP PLATES ELNISH SEEFLOOR ARCH AT EACH STUD BETWEEW EACH STUD . k TOP OF WALL ot EL SEE PIAN 2-CMU TROUGH MARK J KEISIER PE 3]435 BLOCKS REINF WITH 4#5 DONT IIpt� �ApF c(��l (`BLOCKING BEYOND BETWEEN I CLL_pMENTJ FLOOR TRUSSES WOOD SEEPAGE CPRE-ENGINEERED SEE PIAN RESIDENCE FLOOR TRUSSES SEE PUN I Y 1739 Beach Ave �V X11 Atlantic Beach, Florida rr SEE H 1 FOR STAIR ON GRADE CONSTRUCTION. 1 DETACHED DRILL AND EPDXY STAIR p 1 CMU WALL TO CMU WALL WITH GARAGE SEE PLAN $4X2'-0" DOWELS fd AT EVERY OTHER TREAD I^ N MIN 5" ENDED 1h Nr, , ylyyf 1i- EJ f � ISSUE , - " CONCRETE SLAB ' " iE FINISH GRADE I L al � PERM n I SEE CIVIL I SEE PIANdate IT SLT 11G " OSO S FILL ALL CELLS BELOW z ILFIL L f- SII VAPOR BARRIER lII 1 FINISH FLOOR SOLID WIT 3000 P51 COMPACTED FILL I p CONCRETE FOOLING NG i SECTION PUN � n . Ibl SCALE {k" 1 '-G' i Ikyyy(((�� CTR 3 CLR 3 CLR Q 11 ��( �' { REVISIONS SII TINtLL�SEE SECTION 10/52.4 ete tleaUPl'nn $ 4 1 I lRl l ` 5" 3" 5-3/4-DIA �THROUGH BOLTS EACH END NI 1 kfi k iI a w � scale'. A5 NOTED 1 2 3/4"©IA Project No.: 0910 t 3 T4 SEE (CANE TIE D8 OLL4R TIE' THROUGIH BOLTS J EACH SIDE 5" 33 Dawn by. 000 {I JI i N # 3-2X BLOCKING Checkedby MI .II J II p i I. SIMPSON L70 T-1 TRUISS WITH 1-3/4"OIA BOLT Lr � Ni n AT EACH RARER SEE PLAN Sheandle BEARING CONN EYE w SEE TYPICAL TRUSS s " RAFTER BLOCKING IIF ' N� IIN DETAIL-_ SECTIONS TRUSS T- 1 5-2%4 (WOOD COLUMN " lu 1 . k Sheet Number I I oN1 s LV a Ell 11 J 4 p V I xr AL dtl t. 201 6 YbMtl a 9nvKaa of I� {lPhl,� 901 742 uO F11 W4 Aoe295 4� [ III roe fW m mipea rte of SET ya 'I� " 11`. if I u'TI't 1 • p _ ._ Se. a.. .nu:ay:_ 11 1 11 1 1 RIDGE BEAM II SEE PIAN T SIMPSON L70 TP AT RIDGE BEAM / PLYWOOD SHEATHING SEE PIAN 6' 3" 5-3/4"DIA THROUGH BOLTS RICHARD 5"NNEPP, EACH END A A550QATF5, AWHHI7!CT5 p J Bi SIMPSON ATEACH RAFTER �. urt91XM t rc Y�) `� • SEE TYPICAL TRUSS z»�VIE P • • • w RAFTER BLOCKING 4i HURRICANE TIE COLLAR ilE 6' 33' DETAIL ('.OneUtante SEE PLAN U SEE PN ` Q SIMPSON L70 —WOOD RAFTER SIMPSON HIS if RAFTER TYP—, SEE PIAN AT EACH RAFTER BEARING CONN SEE TYPICAL TRUSS RAFTER BLOCKING II I� { S DETAIL— 2—2%4 STUDS t'S 6 �I'Nry �iI14 n1 �� AT V-4"0C MAx d , 11�Qe CN,�r I°Ip HI� i`''I 411 �A � IY if IF, i 4 ATTACHED �O � { v{ TO EACH STUD T��.Io �. WITH 2-106 NAILS AT 1'— V 71 SHEATHING It i SEE PIAN ALL THREADED ROD SIMPSON A34 AND ARCH UPLIFT ANCHOR AT EACH JOIST LANh {a� x � � � SEE PIAN WOO M SEE PIA ; e 1 tl NUT AND WASHER _ . TYP �V 7 { 5� � ry �I rc TOP TPLATES SIMPSON L50 NEI �fi{� I{ TOP OF WALL AT EACH STRINGER SIMPSON Al 28 { Aeyl � hl{ ILtl I EL SEE PLAN EACH SIDE AT EACH STUD AllMARK J KBSTER PE J 35 y 2-CMU TROUGH I{IQI 9 hf 1 rc�4y 1{ ItI LI BLOCKS REINF / SHEATHING SOLID BLOCKING WITH 4;Q5 CONI— / SEE ARCH I�{ I 11,♦ t f y e 1, ELN SEEFARCH ,4 T dlA R t , CLEMENTS � (I{ RESIDENCE Y AR EACH ST LSTA 9 0 EACH STUD TO HEADER 41 FLOOR JOIST 2O(12 SI STRINGER If' A iI „ AT SIDES AND MIDDLE 1739 Beach Ave SEE PUN (2) 2%10 2/2 PT2%6 LEDGER WITH SIMPSON L50 Atlantic Beach, Eli 1/4'CIA K 3' TAPCCNS EACH SIDE Fy i } rc {rc JIIA - IL STAGGERED AT B'OC AN EACH STRINGER � { Y I�� I :11 " g2—CMU TROUGH11 . _ BLOCKS REINF Y YI WITH 4N5 CONT LtlCMU RETAINING WALT. DETACHED {{ 91i1 '11Y AI SEE PUN GARAGE ISI Y1 £ Y 1FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH yY A 'v4gAf 3000 PSI GROUT YI�5Y YllI � .� CANU e UN RETAINING 'WALL SEE ro�,'i11� Y g }, FILL ALL CELLS (BELOW �I EJ TT FINISH FLOOR S LID WITH r II t4 A2A CONCRETE SUB 3000 PSI OROU ISSUE rcd q SEE PUN _ e . esmiRow p';.p � { eU. I B. PERMIT SLT 1 IreCEL' m VAPOR BARRIER ) Q FILL ALL CELLS BELOW FINISH FLOOR SOLID III 1 - * 3000 PSI OROUTCOMPACTED FILL � ,� � . . CONCRETE FOOTING Pf SEE PUN Sd �� Alr y D R SECTIO R REVISIONS SCALE: }" Y-0' 52.2 o . ele aeunpwn Al 2 smle: As NOTED Pool 1 0910 Dawn by DIN Checkedby: MSK i sheet Title 2 I ! Ii It!'K AIIY � � . S SECTIONS a " deli 1 Told Iii 1� Q 5 Bheel NemEer 1 , . 111 VIA S202 i1 �IN Q Al flgVlexllXl 9AMNt 1; }� �Ah 224All gi 7N 10 I11 d lei II aP I I e .l F1 OA AIDAC,. Al E� PERMofITSET 41 I II £ Blfih 0� 4 el S 1(C� I IT" !' . _ IY 1 ' al SEE PR BLL TRUSS RAFTER BLOCKINGRARER DETAYL YE PLYWOOD SHEATHING SEE PIAN 9 K r - SIMPSON L70 SEE PIAN T— T-1 —0-OC TRUSS T—I � Iw4' 1 AT 2"Y III I I� � �lcllSEE PIt LYWOOD SHEATHING RICHARD SKINNER x {{ ff SEE PIAN ( 11� 1111 1 y 4 1uI eassacAT>✓, AxnlTecrs I/ A RRER OTHER STUDmv-z PvzGviaan �y✓ I} � I I I�I � � I I I ` I � r ' Consultants III 1 �I 1 � . Iliy ! I . T SEE GEEING JOIST 0 P fSIUMN 2%4 STUDS 1 AT 1 "-4"OO II } lit xP CC y I� AT P%ONEVER LSTAG Ir9 ll VA , AT EVERY OTHER STUD HEADER SEE WEE BEAM d 1 1 A((( II, SZE PUN 1PUN HEADER r, 3 II '( SEE PIAN I d I 1 51 V Ifl I r 1 AVOID POST $ SEE 1PUN .Iy ( � d SHEATHING \\ }} 11 I 4-3/4-DIA X 0" LONG I �I yd ISI I STAINLESS STEEL SEF ARCH IMI{ �' 3 ! V 1 UG BOLTS SOLID BLOCKING FINISH FLOOR 11 41�it l� J l L BRACKET TRUSS LEDGER EL SEE ARCH - I BALUSTRADE 1H)l MARK J NEISTER PE 3 5 I I q I� 3/4"DIA G4LV V I YI L ij!It V yl I • UG BOLTS 4h 11 1/4"DIA TAPCON$ SIMPfSON ABU44 k� 5 TRIM BOARD TO HIDE POSr' BASE ,fll 5 { hJ WOOD BRACKET 4 3/4°DIA % 8" STAGGERED IAr )Il �L l 2X WOOD LEDGER UG BOLTS PRE ENGINEERED pt 1'-4"OC CLEMENTS WIDTH VERIFIED TO FLOrOR TRUSSES ACCOMODATE BALUSTRADE PT2X10 O-0'X7 5/B" CONCRETE SEE PIAN CMU WALL BRACKET FASTENER OE01 REINF WITH 4#'5 DONT BEYOND RESIDENCE n SPACING + .AND #'3 TIES AT 10"OC WOPD BEAM MIN EDGE DISTANCE SEE PUN 1739 Beach Ave 2-CMU TROUGH �. . Atlantic Beach, Florida I ! r BLOCKS POINT I iI WITH 4#5 CONT l , _ sµr� SEE M/SD., FOR STAIR ON GRAZE CONSTRUCTION N{%I'—S" EPDXY CONCRETE FOOTING - - x 1 ANCHOR TO CMU BEYOND , DETACNED I I } I ly vl �1 I 111 7! AT r_G,Gc GARAGE { MIN s" EMBED It I I{ I� I CMU RETAINING WALL _ 1i �J T 1 11 UN v SEE P FILL ALL CELLS BELOWI 1 J 2'-6" EJFINISH FLOOR 3000 PSI GROUT ISSUE WITH ISSUE } 111 E M1 _O CONCRETE SUB I1/5 coNr -da AT m SEE PUN–D"uc _ .date aPtRMrtrfKmia U � II+I• I . _ I I , lal ser �• 1 �� 1 I - , �VAPOR BARRIER nII v I ` COMPACTED FILL \ hp 7 CONCRETE FOOTING � I,r ix L � SEE PUN° M r II'I � VI � '.. CLR --'-'— REVISIONS no . are exnoeon It it +✓I SECTION } � p I�k � I SCALE: �• 1 ' 0" 52.3 �t I I � . ' ( � R Scale A5 NO'f0 ProM No.:e 0910 1 B 1 I � 1 Drawn by DOO ] � CM1aoketl by: MJK I % Sheet Tile ��. It SECTIONS ti II $ T B2�� S 3 III 1I A1� I Y all 201 ��f t 1 >I� i I �wmrmc fipl esnnY 9amme o } I I e rc. na 9 oe� z cwe69 PERMIT 9ET ' I It T L , 17 IISI 1 JOA 11RI � flit f I k � 1YI S UD WALL :%� • q M1 i F 1dlp I I' - SEE PUN 1 I' If t T ,� ' • 3/8'X4'%1 7 PUTE . II - EACH SIDE 3 5/BATE Ip i 3 5/0"DIA SHEATHING WITH 3-5/8"Dw STUD WALL SHEATHING 4 THROUGH BOLTS SEE pWJ THROUGH BODS SEE PUN SEE PLAN R SHEATHING PND ARCH SHEATHING AND ARCH i^w. Y 3 5/8"DIA % B" SHUTHING SEE ARCH SHEATHING SEE ARCH STUp WALL _ UG BOLTS TO BEAM SEE ARCH FINISH FLOOR SEE ARCH FINISH FLOOR NOT SHOWN ,l1 it, FINISH FLOOR STUD WALL FINISH FLOOR FOR CURT {{ EL SEE EL SEE PRCH SEE PUN EL SEE ARCH ARCH TOP OF WALL EL SEE ARCH RICHARD SKINNER { I � � EL SEE PIAN � " e A550C'ATFS ARCHITECTS ((( 3-5/5"DIA WOOD BUM BLOCKING BETWE BLOCKING BETWEEN THROUGH BOLTS SEE PUN FLOOR TRUSSES) tr FLOOR TRWSSES PRE—ENGINEEREDOOR TRUSSES ly - PRE-ENGINEERED } SEE PUN�— I �� 2 CMU TROUGH BLOCKS '_� nP'acxsas 1 1 � FLOOR SEE PLAN REINF WITH 4#'5 GOUT WOOD BUM a Consultants y{yy" a WOOD BEAM 1/2'X5"%1 '-0" BEARING nS {l SEE PUN SEE PUN WOOD POST PLATE WITH 2-3/4Ew % 1•-O" SEE PUN THREADED RODS TOC WITH I. 90 STD HOOK 1 2X6 STUD i WALL } I I DOUBLE NUTS AND WASHER e L SEE PUN 11 1/2' NON-SHRINK GROUT ' WOOD POST 1 SEE PUN O ��^� 1 :1 2-CMU TROUGH BLOCKS �i( y a M1 SECTION 1 REINF WITH 4p5 CONT 2•-0"%J 5/B" CON REfE 2�5%3'-O" DRILLED AND SEEESOPNRNPIASTER - uY BEAM REINF WITH 4 5 CONI EPO%IED TO PIUSED Fy{A 9.1 13 IE e SCALE: Aq" s 1•-0' 52.4 MASONRY PIASTER AND k3 TIES AT N OC MIN 6" EMBED 1 f SEE PUN 1 t III 1 2' PLYWOOD FLITCH :fill , / SECTION 3 i 1 �r� �y I SECTIO scnLE: r'-a• s2.a SECTIO STUD DPUNL SIMPSON H75 HOLDOOWN y i I I 1HORIZONTAL WITH SHEATHING lyy F SHEATHING 1/2"DIA X 4" UG BOLT STUD WALL SEE PUJ) STUD WALL C11 y Y SEE P•UN 1T0 TIMBER POST SHEATHING SEE PUw qNp ARCH SEE PUN SHEATHING STUD WALL AND ARCH SEE ARCH ALL THREADED ROD 9 SHEATHING 2-PT2%8 SEE ARCH NOT SHOWN EATHING FINISH FLOOR SEE ARCryy TOP PUTEs uPLIR ANCHOR5F1FINISH FLAOR FOR CURITY E ARCH EL SEE ARCH SEE PUN 11 „ I frF�� EL SEE ARCH FINISH FLOOR 333 SIMPSON .A34 SHEATHING TOP OF WALL NUT AND WASHER if EL SEE ARCH SEE PUN EL SEE PAN TYP i BLOCKING BETWEEN AND ARCH P WOE BUM WOOD BUM r SEE SAN CMU TROUGH 'F MARK J KEISTER PE 31 5 FLOOR TWUSSES SEE PAN BLOCKS REINF WRH 4#5 CONT PRE-ENGINEERED SIMPSON HUC210-2 � FLOOR TPIDSSES SEE PAH HANDER SIMPSON U526 CLEMENTS SIMPSON H174 WITH TIMBER POST PRE-ENGINEERED in 3 5/8"DIA THREADED ROD. SEE PUN FLOOR TRUSSES 2 2%6 LEDGER ATTACHED TO WALL RUSS L Cil LP DRILLED AND EPDXIED TO SEE PUNS WITH 2-1,/ 1/ I RESIDENCE 999} ' 1 CONCRETE 13FAM WOOD REAM WOOD SO EWS qT EACH 2 a I`"^ ti }� �[11 _ _ SEE PAN STUD/TRUISG CMU WALL 1739 Beach Ave 'E I , . MIN 6' EMEEO SEE PUN 11111 V ' 2'-O"%J 5/8" CONCRETE p LINTEL Atlantic Beach, Florida If ti p& BUM REINF' WITH 4M5 CONT SECTION ] SECTION _. SEE SCHEDULE 2�' XJ 5/8' CONCRETE AND #3 TIES AT 10 OC 8 �. i A 90' STD HOOK -�'EEPM REINF WITH 4#5 CONT SCALE: 4" SCALE: AND H3 TIES AT 10 OC SECTION 61 1y I, y. i� MASONRY PIASTER 7 - p C �ryyyf`I F I i(I 1 - UP BOTTOM BARS SEE PIAN SCALE: �° - 1 ' 0" 524 �T-1 TRUSS SECTIO _ yl�l 1, BARS AT U BETWEENOSUPPORTS SEE PL4N 1 1 t R SEE SHUTHING SCALE. 1•-0' 52.4 DETACHED y GARAGE I s 1 e SECTION s SCALE: �" 1'-0' 52.4 I 2% TOP PATE 2X4 STUD 3/8" CONNECTION SEE PLAN WALL PATE 2-3/a'DIA " ISSUE {{ i PLYWOOD SHEATHING -THROUGH BOLTS 1 4 (III 4-1 DIA am . ate Ueecn enn 1 . it 1 1 2-2X RIDGE BUM SEE PUN THROUGH BOLTS— I PLYWOOD SHEATHING 5-2X4 STUDS 1 Di I• 1 , I 1 . 18. 1 PERMIT SET SEE PUN 3/8" CONNECTION I' SEE PAN SHEATHING I Ift il PUTEE SEE ARCH r 111 NR6UGHASOLTS a SECOND FLOOR e s �p EL SEE ARCH e I RIDGE BUM � q" ay 4 44' I SEE PAN SIMPSON LSTA9 - "1 q. T-1 TRUSS EACH SIOE SEE PUN 4-TOTAL if T-1 TRUSS , SECTION � � o + T-1 TRUSS 1}' • SEE DETAIL REVISIONS t. 1J ON 'Q SCALE: 4' = 1 '-O' 52..4 SEE PUNS m PLATES ttpECTION no . ate bexApibn SEE PUNT SECTIO ee r SCALEI 2' = r-o• sz.a SECTION AND z 2 2 2X " SCALE: " - 1' 0' 52.4 SEE BUM EE PANI yr 2X RIFE BEAM I THRU-BOLT " 4 11 1 i SEE PAN SEE DETAIL FOR SIZE sIf _k_ 0®. QUANTITY AND SPACING - 1 Scee'. AS NOTED r I PA 5 CNG BETWEEN BOLTS , IN A ROW Project No 091 O 1 i Drawn By: )CO Ill 1As � a g S2A a Checked by'. ki 1 11e I, ry " 1 1 1 Shak if D€PICAL CONNECTION PLATE DETAILIt SECTIONS I1 ,� Ir� . 3 111 1' : I t , DETAIL BM1eef Number A I ; SCALE: , } 1'_p• 52.a S 2 e 4 GJ1� I awrme a.wt sermP� m . PEAMIT6ET i r 4 ;ISI, I i I ' I of 1 pppJ �� i .CONCRETE SLAB GALV METAL 551 SEE PLAN 1 IFORM G CONTRACTION JOINT PROVIDE SHELF AS M � � _ S5.1 `(SAW-CUT, FORMED OR TOOLED) 2�'4 CONT REQUIRED BY ARCH IF 1/4• POUR FLUSH IN FINISIP GRADE, PAVERS OR t AND CIVIL RICHARD SKINNER l AREAS TO RECEIVE CONCERETE SUB SEE F CONCREFE SLAB A a55CGa.ES. ARCHrtELT5 T 1 CONCRETE SUB GALV METAL FORM FLOOR COVERING ARCH AND CIVIL SEE PUN 1 1 I SEE PLAN FINISH FLOOR N SEAWJT CONT SHEAR KEY n SEE PUN - z COMPACTED FlLL 11= 1VAPOR BARRIER .TT a -I _ o _ Y .pppe I i;' a 11 6" III r� I CA 3._O.. 3.�., A L =� It ` VAPOR BARRIER L COOSUtanL4 { SUGGESTED _ { d CONSTRUCTION, 2" o VAPOR BARRIER it I COMPACTED FILL BAC KING ROD ' MIN COMPACTED CONTRACTION IN FILL r=1 IRETE EXPANSIQN JOINT. h11I 1 G SEE CPUN SLS hI '� 551 TYPICAL CONTRACTION JOINT DETAIL �O �RNSER NOTES: ss.1 DETAIL — -.- - 1. INDICATED BY GJ ON PLAN TYPICAL TURNDOWN SLAB DETAIL�p1 � ro 2. SAW-CUT TO BE MADE WITHIN S HOURS OF CONCRETE PLACEMENT. Ss 'NOTES: 55.1 [ - III III 3. USE FORMED OR TOOLED JOINTS FOR ALL EXPOSED SUBS 1. INDICATED BY TO ON PUN. k COMPACTED FILL OR AS REQUIRED BY ARCH. t t{ 4. SLAB ROME SHALL BE CHAIRED AS REQUIRED BY LOCAL A tt 3/4" DIA %1 3 PAN STEEL VAPOR BARRIER BUILDING CODES. 2. SUB POINT SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES. .A R DOWELS GREASED AT ONE END, 16' 1I'.t OC FOR D<5" AND 12" OC FOR 1 -4 D>5" SEE ARCH FOR TRENDS CONC SUB 91 TFRNA la SEE PUN SUB RECESS 19 y3 AT 12" OC TYPICAL CONSTRUCTION JOINT DETAILS SEE ARCH M4 AT 16' OC NOTES: kkr. 1{ r 4 1. INDICATED BY CJ ON PLAN - k4 CONT r #3 NOSING REINE - 2. SUB ISHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES. o� TY _ t j t - OIOMPAGTEO - FL OOMPACIED _ - < COMPACTED FILL SEE CPUN BEAM OR FOOTING VAPOR VAPOR BARfRIER - 9 I7 1 r I FILL ' CONT SHEAR KET 0 f Ii 1 NCRUE BEAM OR FOOTING EJ 15 I 1 `I I SE PUN BARRIER S VAPOR BARRIER MARK J KEISTER PE 37 5 . � I SLAB RECESS LESS THAN 3' SLAB RECESS GREATER THAN 3° �" �d4 AT 1r' oc � � 1 l � 1 ! 777k, T 1 �4 I I I I CLEMENTS TYPICAL SLAB RECESS DETAIL �1 T RESIDENCE 1 t i FE BARS TO MATCH NOTICE AW AND SPACING 6 ' MIN CORN OUANTR O ATC INC ` CL C DBy T REINFORCING SUB REINE SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES 739 Beach Ave �'^ga { � OF BEAM OR FOOTING OINGrEN REINFORCING TYPICAL CONCRETE STAIR Atlantic Beach, Florida ON GRADE DETAIL SCALE. . _ 1._O. 551 Ar 1 1111 DETACHED TYPICAL CONCRETE BEAM AND TYPICAL CONCRETE BEAM AND GARAGE FOOTING CORNER REINE DETAIL ^ FOOTING INTERSECTION REINF DEFAIL li r I t C ` Y i q,_ t NOT TO SCALE 56.1 NOT TO SCALE 55.1 lL {,4e ISSUE no . eu, smpuon 1 . 161 Tel SCT 1 I k .{ 1 STUD WALL k 1 i SEE PLAN p - r1/2.OR THREADED ROD - X i' I 1l 10 ,6731 MASONRY PILASTER SEE PIUAN / SET Bf_oExr SEE PLAN SIMPSON SRI AT EVERY OTHER STUD IL f CONCRETE FOOTING 3µ4 CONT I ' PT2x BOTTOM PLATE I,T SEE PLAN DRILLED AND EPDXIED CONCRETE SUB ` ' FII GRADE, PAVERS OR } I f 1 t I COWCRETE SLAB SEE TO SUB AT 2'-8"OC SEE PUN 11 "1 1t a 1 ARCH AND CIVIL C1 P{�6 �SEESPt w °0R REVISIONS q ' I ' . e1e eampM1on �1, IhtIII� I ri _ :�. Ilk- n z nfi , . 11. 1 1. LCOMPACTEDPOR BARRIER P I 8' MIN FILL L R 3 CLR WHICH EVER Scale AS NOTED GOVERNS � I 1. 1 SECTION SECTION z \ 7 Profeta Na 0910 i I I sca.E. ;. f-o" sChecked by NA s 1 Shell IV C ( a II 'Fl TYPICAL 1 1111' i DETAILS ' 1 Sheet NemSer i I S5ml F, ttl a' Ad, 201 III_ AfMnfb [OOIMMMIY �e M 5. N+74533 Fl. SN72AMEM IF j ok pz1� ClPERMIT SET 111lrplllh,,,�� 11 9{b STOP of WALL li rVCJ CONT BOND / I BEAM HORIZ JOINT REINFTI VERTICAL BAR POSILONERS LOCATE AT COMPRESSIBLE TOP OF FIRST COURSE, ONE COURSE J 1 VERT BAR Be FILLER BELOW TOP OF WALL, AND AT 192 BAR / SEE SCHED SIDE DIAMETERS WHEN USING HIGH LIFT GROUTINGi^ VERT REINF 9F VC SEE PIAN VERT REINF 55.2 CAULKING PREMOEDEB RUBBER OR Z-BARS AT 1, OC SEE PLAN E U ti LINTEL REINF PVC CONTROL JOINT HORIZ REINF SEE 50HEDUE£ TONGUE AND GROOVE JOINT SEA WJT RICK ARD SKINNER SEE PLAN I� 3 BLOCK UNITS RAKE JOINT 3/40 DEEP � EASSOCIATFS ARCn TeGT5 'p I BOOR 1" EXP JOINT 3 E A45 { I f yy £ Fj F CAULKING Z-BAR COERE5918LE FlLLER �SEaIANT JOINT G rueaJ zaz Mum S5,2 95.2 HORZ JOINT REIT I 1 9 I : N { t loll NCE' Consultants ? , L1 4 -0 1 . MAXIMUM SPACING OF CONTROL JOINTS SHALL SEALANT JOINTZ-BARS AT Ifi" OC GROUT r % I - E FINISH FLOOR NOT EXCEED 24P-Op 2, SUBMIT CONTROL JOINT PLAN TO ARCH FOR REVIEW. 1' EXP JOINT SINGLY REId NF DOUBLY REINF IX p fix+ esu P41 1 1 TOP of FTG - k " f'1 { TYPICAL MASONRY VERTICAL TYPICAL MASONRY TYPICAL VERTICAL CELL I (�� 1 DOWEL TO MATCH VERTICAL REINFORCING M pE , I � WBMNDIAMTER RT REINF PLAN \ CONTROL JOINT DETAd� EXPANSION JOINT DETAIL C REINFORCEMENT DETAIL p ' E �€ WALL OPENING WITHOUT VCJ 552 55.2 SCALE: 1 " = 1 '-O• 553 41 "1 1 � � TYPICAL MASONRY WALL REINF. ELEVATION NOT To SCALE NOT rD SCALE NJ. 'j { 9 INSPEICTION HOLEST ATND LI� ') NOT TO SCALE 552 BOTTOM OF MASONRY WALL NOTES: AT REINFORCING FOR HIGH LIFT GROUTING I P L SEE PLAN AND SCHEDULE FOR REINFORCING REQUIRED yll i 2. PROWDE CMU JOINT REINF AT 16.00 (NOT SHOWN FOR CIARIN) Edl i �gI 3. SEE SPECIFICATIONS FOR HIGH LIFT GROUTING REQUIREMENTS. S 7 ryfi ,j, BOND AND INTERLOCK EACH • 11 : f COURSE OF EACH WYTHE AT DE 2X5 VERT { p 9 CORNERS AND INTERSECTIONS PROVIDE MIN INTERSECTING OR VI NOTED ON PLAN EACH) WALL SIDE OF OPENING. BARS TO - EXTEND FULL HEIGHT OF HOME BOND 'X a )I REINF WITH 2#5 VERTICAL STORY IN WHICH OPENING BEAM REINF II ) f�d � (NOTET 5)ELL SOLID. OCCURS. GROUT CELL SOLID. 1 XS CORNIER BARS MARK J KEISIER PE 374 f i J24 {{ k NOTES; MASONRY OPENG 24 1 , NP AT ENDS, INTERSECTIONS AND CORNERS OF SEE ARCH DWGSINFOR CLEMENTS �ry ! ' I WALLS AND SIDES OF ALL OPENINGS. LOCATIONS AND DIMENSIONS 1 12 _ , . 2. GROUT ONLY THOSE CELL GONTANING RESIDENCE V i' VERT REINF ENO PAR VIEW rt ' - 3. PROVIDE 48 BAR OWMETER IAP FORT _ VERT BARS. TYP AT ALL FLOORS. NOTES, _ _ F E 14 I, I 1739 Beach Ave - -Ir d } 4. PROVIDE UDDER rSTE PREFABRICATED CORNER AND i. FOR WALLS WITH X6 REBAR, PROVIDE 2X6 IN LIEU OF E, ; l { ( I{' EE sEcnolvs oT STEEL REwfo-�recI�J� car ts" oc TD eX5 urv0. Tye CAL CONCRETE /MASONRY BOND Atlantic Beach, Florida I 5. FFOER WALLS wi H #6REOMS,TPROVDE°#6LINLI U OF` TYPICAL JAMB REINFORCING B M CORNER DETAIL G 'yle I a 1 I 2X5 ONO. OGG TYPICAL MASONRY WALL FOR OPENING IN LOAD BEARING INTERSECTION AND CORNER DETAIL (D MASONRY WALL DETAIL� DETACHED 55.2 NOT TO SCALE 55.2 GARAGE 'y 2' CLR PRECAST CONCRETE 2• CLT 1 . HOOKPROVIDE 180' FF HOOKIDE IntoIT HIS1 i. \ [WIDTH BEAMLUNR BOND SO NON — LOAD BEARING LINTEL SCHEDULE — ` 1 m� SPAN / O WIDTH SPAN i WALL DIMENSION AND REINFORCINGISSUE t OPENING "L" OIEPEH MASONRY BLOCK WIDTHS UNTEL RRECAST CONCREE WIDTHS SECTION ELEVATION Rte esafption 1 B" WALL IO- WALL 72" WALL DEPTH SECTION ELEVATION END END &• WALL 10^ WALL 12" WALL IBEARIN'G SEE NOTES SEE NOTES BEARING I LIB. I PERMIT SET 4 0•-0• < L < 4'-5. 7 5/6^ z—Xa z—Xa z—Xa e• k—Xa z—Xa z—Xa TYPICAL PRECAST LINTEL 4'—B,. < L < 6'—O" 7 5/6. 2_X4 2_X5 z_X5 S.. z—X4 2—X4 2—Xasr0. B"xe"x16" UNIT8 1 5'-0" < L < 71-4' 15 5/6 2 Xa 2 Na ' z Xs a —Xa 2—X5 z—Xs , 2 CLP ' 7'-4• < L < 8 8 15 5/8" 2X4 2 X4 2 XS 8 3-X5 2-X5 2—X5 { LINTEL OR BOND I . d I4 B•-6• < L < 10 0 15 5/6^ 2 XS 2 X5 2X6 6 C-X5 2-X5 2-X6 BEAM UNIT NOTES 1. DO NOT USE THIS SCHEDULE IF CONCENFAVED LOADS ME APPLIED — PROVIDE 180- r 4 II ' 2, PROVIDE 8" BEGINNING AT EACH END (MIN) FOR 7 5/5^ DEPTH, IW" FOR 15 5/8" DEPTH WIDTH rc SPAN c HOOK { II y4 Y 3 ALL EXTERIOR LINTEL ANGLES SHALL BEIHOT DIP GPLVANIZEOREVISIONS I 4. AT CAST-IN-PLACE END SUPPORTS, PROVIDE HOOKED DOWELS INTO CONCRETE WALL/COLUMN YM 1 I 1 ( ; THAT MATCH SIZE AND QUANTITY OF JI IEL REINFORCEMENT. SECTION ELEVATION � � ENDS o . s{e eaernplan � � 5. " is FOR PRECAST CONCRETE SHALL BE 4000 p ' MIN DTT IryQG15EE NOES , ? 67. VERTTINRY AND PRECAST ICAL WALL REINFORCEMENT ENT SHALL REINFORCING 1HROUGHPHEE LINTELS AT c THE BEARING ENDS." I6. ALL WIDTHS ARE NOMINAL DIMENSIONS. TYPICAL MASONRY LINTEIL NOTED1 ` I ! W 1 Project INJ 090 ' 1 I� Deawnby: DCO - { nJ IW)�11 g Cbackeeby: Mi� I� III1 T 9beeI I� � ',I � �.�1 II � TYPICAL y I I d '111n ' 1I DETAIL5 "I1r 1 Id�4 11 ^ d ] `;gyp # S5 � dI II II I I i � meal rvemne: � qlE � .((� eM , A . 2 ; , ry I r{ µ) E �, d IAM N 11 111 rvkm xt E fi pp N (k( i N 'Pi ` •`c (A 9 m m4A61 ' a PERMIT SET cc � IIT' t irk N � c I ! . I VI 1J) ri. n .ei Full :_ z. ✓N .vsv < ....a>.m - I I 't"iii, PROVIDE NUT AND PLATE WASHER THE 1 PROVIDE ADDITIONAL STUDS ADJACENT SEE NOTES IT iQ SHEARING STUDS CONT FROM SILL / DOUBLE 2X T®p PLATE TO� TOPPLATE LA SIZE AND QUANTITY SEE PN MAT' TO MATCH BEARING STUDS. 1 {1 1 EL SEE PIAN -' > � NAIL SIZE LEGEND tp MOTE 1 DIAMETER LENGTH RICHARD SKINNER k A IC60C A IG FOCHIT= t 1 WALL STUDS SEE PLAN OTE 2 8d COMMON 131 2 1/2 ae RING SHANK .131 z 1/2'" EACHEND APAP PUN SEE _ 10d % 1 1/2' .148 1 1/z'" xvai s•e � b�,'.� 10d COMMON .HE 3' l I Consultants 1 TI ,+ . I . TYPICAL TRUSS/RAFTER BLOCKING 12d COMMON .146 31/4rI4 h 1 {f BEE PLAN FOR; NOTES: 16d SINKER .146 3 1/4'^ 1 R I NUMBER OF SITUDS REQUIRED 1. BLOCKING SHALL BE PROVIDED AT EVERY OTHLER BELOW LINTEL BEARING ROOF TRUSS BAY. BLOCKING MAY BE ATTACHED TO 16d COMMON TOP PLATE WITH SIMPSON A35 OR RBC CLIP. 2 qxVr1 SIMPSON H6 EACH END 2X WOOD BLOCKING . PROVIDE A SIMPSON TYPE A34 AT EACH NOTES �k a { THP _ AT 46" MAX ROOF FRAMING MEMBER. INSTALL COMMON NAILS LINO. a y( 3. TRUSS/RAFTER CONNECTION NOT SHOWN FOR CURITY. 6 PROVIDE 1/2" DIA THREADED ROD 3j i 1 OR ANCHOR BCLT AT EACH SIDE Ji{{ I i SIMPSON DSP OF DOOR AND WINDOW LOCATIONStt . ALL THREAD ROD UPLIFT ANCHON2 NOTES : ll,1 16 1 STUD PLATE EACH END P MIN EMBEDMENT 6 1/2" p7{ I,ryf PROVLA IOE NUT AND PLATE WASHER TYP - DENOTES FIXED ROD LOCATION ON PN. SEE TYPICAL STUD WALL I,'41'n �Fat LM, "� ' SEE NOTES HEADE � FRAMING ELEVATION FOR TYPICAL SPACING. 1'tN. � 'p1 {C '' 1 2X SILL PLATE 2 ONE ALL THREAD CONNECTION Is COMPOSED OF 1/2"DIA 36 KSII ALL THREAD THAT ll„tit # J I I , �4 ' ( J 2%6 -15 2 RUNS THE FULL HEIGHT OF THE WALL, PENETRATING BOTH THE TOP AND BOTTOM �] } PLATES. AND CAST INTO CONCRETE FOUNDATION AS DETAILED. 55 L nt' III —N KING STUDS EACH SIDE OF OPENING THE ALL THREAD ROD SHALL BE FASTENED TO THE ROOF LEVEL TOP y- r I SQUARE—TYPICAL OPENING L_ PLATE AND FOUNDATION/BEARING WALL WITH A 1/4" X 3' SQUARE p 11 WHERE SHOWN a JACK STUDS EACH SIDE OF OPENING PLATE WASHER AND NUT. THE ALL THREAD MAY BE IQ 1 Il ON PIAN SPLIC—SIZE OF HEADER MATERIAL EACH END ND OF THE UPLER TDONTO HTHREADE ALL MINIMUM COUPLER. HECOUPLERSHALL BERATTED FF1/2' RA MINIMUM3200N r J 11 POUNDS OF NET TENSION UNDER WIND LOADING. THE ALL THRTEAD SHALL BE \� r t TYPICAL STUD WALL ELEVATION — W PLIES IN HEADER INSTALLED PLUM WITH A MAXIMUM DEVIATION FROM VERTICAL BP 3/8" f A HORIZONTAL PER FOOT VERTICAL. No U9 NTS 55.3 NOTES: THE HEX NUT ABOVE THE TOP PLATE SHALL BE TIGHTENED TO APPROXIMATELY 30 L ALL HEADERS SHALL HAVE MIN 2-1/2' PLYWOOD NOTES: SEPARATORS BETWEEN PLIES UNO IN PLAN OR SECTION. FT-LBS OF TORQUE. CHANGES IN MOISTURE CONTENT AND THE RELATED IA - 1. SEE PN FOR SHEATHING AND ATTACHMENT REQUIREMENTS SHRINKAGE OF THE BUILDING MATERIALS WILL EFFECTIVELY ELIMINATE THE PRE- HURRICANE TIES NOT SHOWN - SEE OTHER SECTIONS FOR LOADING CAUSED BY THIS INITIAL TIGHTENING. PRIOR TO INSTALLATION OF THE , IT I� �1]� i REQUIREMENTS - T1'P. INSULATION, RE-TIGHTEN THE TOP PLATE CONNECTION TO 30 FF-LBS OF TORQUE. MARK J KEISTER BE 3R 5 NINGS tr If � 1 II d 1j I 2. FOR WINDOW OPEPROVIDE DOUBLE 2X AT SILL h f11I 111 , ? If RES DEVICE 1�1,, 14 , 1739 Beach Ave ,J h V PROVIDE 16d NAILS F-PROVIDE Too NAILS �" 4O (' " STAGGERED AT 1'-C'OC / STAGGERED AT 1'-0"OC � Atlantic B83Ch, FOTItla -D. 5,t L Ng 1 � DETACHED v k y� �Tly GARAGE lac g; 2-ate 3-P It TYPICAL BUILT— UP WOOD ' BEAM ATTACHMENT DETAIL B ssue 1„ ' No no . ole deacantbn HI. I 1 . 18. 1 PERMIT SET ca I REVISIONS 1 e+e daemgwn 1444 I 'I[ I Yv i stele: AS NOTED Project No.: 0910 1 Drawn by DCO o' I'TH { 'I. checked sheet The 1 I a TYPICAL i DETAILS pp� , Sheet Number I �LI ,FL S5 . 3 •1i, g j .��ka1 ' AtlmMC Enplmerinp u4�eM•CP• of � ' pp Eltd -mi5791.ml SIG p%, n,-ax PERMIT SET PDA1i 1'.jfp Ap 5r: Ip1 14 ,11 11 I • J' IiiI4 W, _�lI GENERAL NOTES Vir TT11 Uri POLE 1. FARE ELWTMCAL R16TALUTION BALL BE IN " CE WITH THE '�"y/�a� FDITON OF THE NATIONAL ELECTRICLL CODE 8 }I V ") ill - '— /EXISTING t1T1LITY POLE - (NIC) AND, ANY OTHER STATE OR LEGAL ORDIN�QUIRED BY THE Ap110RI1T HAVING JURISDICTION. rV � MOUNTED TRANSFORMER s Y.... c P P 2. R 10 RECwWICK EWIPMENT SCHEDULES WNB SPECIFMATIONS FOR �e,sirMENT TXAT IS PROLRDED WITH DISCONNECT - a lie 3. �LONATON Ol1TLE15. FLOOR ECURIIY, FIRE AIIMI AND COMMUNICAMNI Dfl4CE5 MAY VMY 5 BET �` RICHA XES, §fARIERS OR MEDS MHERE INDI ON THE DPAWINCE AND HOT PROVIDED WITH THE EQUIPMENT THEY SHNLL In �fi _ EX AND B MOYAEN BY ELECiRICA1 WN@AC MMITNN MINWUN WORKR)D SPACE IN fRONi OF SUCH DEVICES PER NEC, JpTl I)RN AND GUEST HOUSE / / C INAffi WITN I(.WL IND POOL C A9 REQUIRED Ili 1 MPA S EX, cT RD SKINNER IN 4ry DRIliffn N COORDINATE WI OWNERj1MD INTERIOR DESIGNER FORSPEXACT LOCATION AND HOUNTING HEIGHT OF1H E &AssoCIhTR9 ARC[urec9S q DflSCES. I 1 ) ��Asl - 4, SEE MG�TURML REELECTED DEBUNKED PUN FOR EXACT LOCATION OF ALL CDUNG MOUNTED UQNDNG EXPANDS AND DEKNICES. wszwnnnw«a 1 k ov 1 I[ 904,381 5. NL WILL P)MATES FOR SWITCHES. RECEPTACLE, 114DINTA JACKS AHD TELEPHONE JACKS SMALL BE PLASTIC AND PRONGED Il : ( � I,, GARAGE GARAGE B E EtjCiRl A CONTRACTOR CO OR SHAyt BE MHRE IN ROOMS MIILLSWORS AND CORRIDORS. COORDINATE WI OWNFER, I m R,ammvs r. 3 EXTERIOR _ INTERIOR _ 'MRCIIWECL IIR INIE DESIGNER FOR PARPCNIR AREAS TO MATCH,M41 FINISH. I 1 tt t Consultants I E : 6. E @ARSON MONOXIDE DEFECTORS: 420 WLTS WITH BA BACKUP. TION OE SNORE DETECTORS IN ALL ,�• IREOURED BY CODE VERIFY 1DGTIXS WITH ARCH ACTIVATION OF ONE DETECTOR SHALL F �A/fIa §OUNDF OF RQWNNW D E WOK. __.._ 1 - T Z. MifLRN N OPNE CABNLSPSNIALLTF6IRY 5eI4-/PLNAR1124 AND 330 zHN COMPLY GBL£ YELLowNJACKET: UL STANDARDS. c ) 1 _ . �/ RAG WITH EAM BE S. t „ a t Il ,h1 _ �\ s CF zpGb IN A/IE!€ EXISTING y p N-BOx - y� c. TEST Al MTA/TELEPNCNE CABLES MING EQUIPMENT MELT TN TER-6T. PRw REPORT FOR EACH CABLE. f— _ _ T _ EXISTING ACE . - _ _ _ _ _ - _ _ EXISTING 2004 ___ j {44 I - _ I a s[Iivlc[ TO r4,N E, q(ONDE PABELB T6. IDENIIFY AND BON ENDS OF COSIES. 3 , HOUSE KWHM SE SR 1JJ'. M6� } I a it 100A - B. CAERE N 0 PEOdGE N Cl OUfIEIS p�TOH PANEIS, SPIITER, TMS, SURGE PROTECTORS AND AMPLIFIERS FOR COMPLETE CABLE Of / SYSTEM REOEP OR 'A((,D DI R N. TTi i i 'r/ff/ b. cwm CABLE SHAMW BE RG Q 1Y'PE 1 A. 90N4L STRFNGM AA CURIIT Of PICTURE ANO AUDIO SHALL. BE TESTED AID DOCUMENTED NR EVERY N OIIREf. r Tr 1� I, -� I I I� I GRWNO ROOR � I�HMDAD ENGINEERING INC I EXISTING POWER RISER DIAGRAM POWER RISER NOTES: N NOT TO SCALE 186) f� I NI IIy% t , O1 EXISTING ELECTRICAL SERVICE PROVIDE TEMPORARY SERVICE kill, � I € TO HOUSE AS REQUIRED DURING DEMOUTION OF GARAGE. ALL 5 pT QF Q. Y AR a " ^ INDICATES EXISTING ELECTRICAL TO REMAIN OR BE RELOCATED. OTHIER ELECTRICAL TO REMAIN SHALL BE RELOCATED TO NEW �,{,'A, r pM" Oji ORID�`bva4``;r I I'- % ,13 1 j . UNITING AT SAME LOCATION. % / HATCHING INDICATES ELECTRICAL TO BE REMOVED. BE SU c ELECTRICAL c TEMPORARILY A D CURVES, BOXES. ETCW SHALL j III I,I its BE WALL TEMPORARILY AND RELOCATED i0 NEW I N M � 1j� 1) Is _ CLEMENTS fit 11 N Tl if RESIDENCE I V39 Beach Ave Atlantic Beach, Florida (2) RG-6 COAXIAL CABLES, ZIP f AA—EXISTING – (2) FOUR PAR CATEGORY Se CABLES It "_- UTILITY POLE c _ 4 t+ 1 } EXISTING UTILITY POLE 1 , .. _ 5J4 SECOND LEVL4L I -'I MOUNTED TRANSFORMER •' __ - _._ _. _._ DETACHED �,. NEW GARAGE AND -_ --._ Y TYPICAL WALL GARAGE IT DATA/TEL/TV CUTLET GUEST HOUSE � 1�.� II II WEA1rERHEAO (3) #400ES 1NC3,` RIGID PPER II jly , : GALVANIZED STEEL SURGE TELEPHONE/N TERMINAL BOX R5~ _ 1 Q I CONDUIT WEATHER k t !4 4a PROTECTION ❑ 7 h I Ia GARAGE aRAux NEW CARPM _ ISSUE INTERIGR �� M I - EXTERIOR "`�—RFALW AVEC--i� AMG STORAGE o dace dberl ! -' 2 IGSOA $• All ' 2 P[RMIi IT I I � ti CIRACUIT UIT BREAKER. I (3) I6 AND 1 NEW LOCATION OF EXISTING GARAGE GABLES IN 1" CONDUIT. EQUIPMENT H 2" RIGID STEEL CONDUIT O NBGG FIRST L L I F rI EXISTING CODA -._. � Exlsiwc sv4cE iooA wrtM, (3) d6 WIRES. �� NEW 4 t5 rI O CARPORT C CONDUIT WITH 8 PAIR OUTSER PLANT ICE I I r n{ IIII Ex 5 C120/240V " "'-- CABLE TO HOUSE TELEPHONE SEIMVICE. 1 ` SERVICE TO MAIN -- - Il OOA M. N ® I T" LES TO OU CABLE TV tl T Hous[ - NWHM GDA COMBINATION KWH CABLES TO HOUSE SERVICE. 1: H 1 - -- - IOOA M.LO. METER/CIRCUIT O 20A M.L. 1 II rzP SPACE _J SP L SURGESPEAKER. NEMA-3R. 604 M.L.O. PROTE TOR NEW u "HIM REVISIONS E , °GOND�R�G TELEIPHON DATA/VIDEO RISER DIAGRAM �'," /4 f 1' 1NOT TO SCALE G. 1 "C. 1111111 Til V ) , ! II GROUND FLOOR LEGEND: ex T ( EXISTING POWER RISER DIAGRAM PANEL NOTES: B 131j N O COM NKNATE WITH RCHITECT FOR COLOR. (2) 'F' CONNECTO S, (2) CATEGORY Se, RJ-46 JACK. 1 # I NOT TO SCALE SURFACE MOUNTED 100AMP M.L.O., 120/240V 10. Scale AS NOTCD SURFACE MOUNTED 60AMP, M.L.O., 120 240V, SQUARE 'D'II 1 / PIDIM Ni 0910 Lr4 yl � j fI INDICATES EXISTING ELECTRICAL TO REMAIN OR BE RELOCATED. LOAD CENTER, 20 CIRCUITS. PROVIDE CIRCUIT BREAKERS TO3/4" x 20' COPPER CD GROUND ROO MATCH NEC FOR BRANCH CIRCUITSF2/0 G, 1 C. UD n b WHIGAV N"( 41 j Tilf �� HATICATES NEW ELECTRICAL WORK.CH�NG INDICATES ELECTRICAL TO BE REMOVED. To BUILDING BTEBL- �6 O Checked bg NAR � Itle 1 f� ELECTRICAL E RISERS AND DETAILS Sheet Number T - �� 7 E3 . 1 OfI If { ` ji ( X71 II CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000178 Date 5/07/12 Property Address . . . . . . 1739 BEACH AVE Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 230000 ---------------------------------------------------------------------------- Application desc GARAGE ADDITION WITH GUEST QUARTERS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HADLOW, NANCY MORALES CONSTRUCTION CO. , INC. 1739 BEACH AVENUE 6950 PHILLIPS HWY, SUITE 15 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 296-9559 --- Structure Information 000 000 NEW GARAGE WITH GUEST QUARTERS Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . ENVIRONMENTAL A/C SERVICES, INC Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/03/12 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS MINOR ALTERATIONS (INTERIOR RECONFIGURATION) TO PLANS APPROVED BY CDD SONYA DOERR, AICP ON 09/10/2009 AS PART OF RESIDENTIAL RENOVATION. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh are not allowed in the right-of-way. Roll off container company must be on City approved list and container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. PERMIT IS A@F �OtvL`�'�'I�ilAgC �q& W?li17A1.!,4i')OIfXWAW''KP%AACZR (jWkA1§@Ar1; IE FLORIDA BUILDING CODES. tell CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00000178 Date 5/07/12 ---------------------------------------------------------------------------- Special Notes and Comments Control Inspection prior to start of construction. Grass pavers must be installed over crushed aggregate (e .g. #8 stone) , not sand. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DEPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 91 . 00 91 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904,C i �Ue) 247-5826 Fax(904) 247-5845 ` JOB ADDRESS: 7cPERMIT# 1 / PROJECT VAL UE $ S�C�C� ARI# / 7,F,'S Co Z:�,7 REQUIRED NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit �> Heat: Unit Quantity BTU's BTU's Per Unit� Seer Rating /�- Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: ?ermit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read his application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified rr not. The permit does not give authority to violate thepro isions of any other state or local law regulation construction or the performance of construction. 'roperty Owners Name S - Phone Number vlechanical Company Gym V�'� Office Phone -27F-cz1FD Fax ';l 'o. Address: le'O City .q State FG Zip q ,icense Holder(Print): t-S ' �" State Certification/Registration v� ES Thai Nct h'iU erc .r notarized Si natur _ _ ;;CP•. SHIRLEYopr MYr0MMjSSt0N a ssMV6 and subscribed before e t s day f /I 20/� EXPIRES'.Fehr+:ary 1 - e gordedThruNctxYPublrclS�lerwnters ure of Notary Public r