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Untitled (2) 1 e eco Product Ratings Effective: march 34 2002 ®IDITCI LINE RATING( s$) SIZE(in) M40/50—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP-'-SH +50 -60 53x63 High Performance single)Rung +50 -55 53x763/4 +35 -•35 53x96 TW SIS +50, X70 . 53x78 Tilt sash single hung +35, 35 53x96 '1'3--SH +SA -50 53x96 Tilt thermal break single hung MP—SH +70 -70 53x78 Impact single hunt, RW HP +35 -35 127x61 High performance horizontal slider Rid XH; +55 -35 74x8 1 Extra high perfortnanee horizontal slider +45 -45 112x63 P,L2/3/4/5 SGD x-35 -35 4068 panels Standard sliding glass door +30 -34 3090 panels 2"Sill M2/3/4/5 TIP SGD 445 -4.5 4080 panels' High performance sliding glass door 2-1/21,Sill 1AVF 3/4/5 XHP SGD +35 -55 50130 panels Extra high,performance sliding glass door 2-1/211 Sill *S' wide panels not available in M3&,5 ---- ,� Revised: 04/04/02 � _ ._ CONCRETE OR IIASGNRY '"" ..,'" ._' •.`.-�---- -..-._ .-- .__.__.__,�....... .._. CAULK BEHIND _ VIINDOV iWO BY FRA11114G— R9 SCRCtr 1/1S[ALATIDN AtNCNpR WgOD BUCK AWCHOR _ ti 114DgW F111 W1DTH AV OT14CRS - 3/16•DIA.CpNCRETER�1 OPENING BY OTHERS CONCRETE DR MASONRY CAULIt DEHIND W11400V FIN SCREW ANCHOR I-1/B'MIe1 EHBE➢7�CNT - ¢PENDID DY QTH&RS THIN Fy REO'P AT EA.SCT of Iu5Ta�1.AlI01r aycHURS usAIR LunA aFnRluO Soins, Iwe' TVD HY FRANINS SPACE• By BY OTHERS CAULK HETI/EEN VgpD BACK 5H114 AS RCO'D• ///— ALLDWpgLC S1➢N SLACK tq AC 1/1'.USC 8K➢,S WHERE$1'ACC GR)BZA THEN 1115•11 PR[SLNi. A MASONRY OPENING BY OTHERS / TVO BT VODDYtA 8JC1(BY OTHERS BY tlTIICRS )-1/4' MIN, ..:y.2•tlm,t•tL'+' BEARING$8114 �,",j 8UG< BT pTnCRS 3! 914$rnV aSTALLF LGN AuCi DRi){UST dE IlP Su4'FIWLNT 1.L'rtW li 70 AG'.ICvf IIU1.CHal;p1�[1r7 EIIBEDIIENT + INSTALLATION A1ICHOR Or 1^1/0•➢+)O Tv0 pY Vto BACK.Cgn(kE)C SCREV aUCHORt AT SILL Nutt b OF 5VF1'ICILNT BIO SCREV(TYPJ IINSTALLATION ANCHGR CAULK DETIAEEN HF,SOINRT LENGTH TO Acwtvt ION.ERBEDf1ENT Cr 1-I/4•INTO HASCNRY DR J:M4CREYY. 10 SCREV(TVA) OPENING a vpOD DUCK 4) Naz ALLOVABLE SPACIUG DCT%1rEN 910$CACW AA/CIIpAs AND CenckuE SCREW AlIC1,Dks)0 nE 24• _ SH10 AS REO'D. 0Y DINERS O.C.I", V/LOAD 57 USE LATCX CAULK OR E401VALENT FUR PERiRCTER SEAL ARCOUD EXTCRICR AF DU4R 8Y OTIICIIS• I" BEARING Solm SLIDING GLASS 1!000 BUCK ANCHOR b) IF C%ACT DGOR SIZE IS NOT LISTED iN aIICHOR ,,wURe R,0 ANC7�74 puaMT liY L15TL0 vtiu NCXi DOOR FRAME �` 7) FOR PQCcET'SDCR SIZES USC CG¢SCSY AY PASS DWR StYC b Ctlt61GURATIRV 7U FINISH DPEI+b IG. 1/4'MAX. ° 3/16'DTA. CONCRETE LARCCR SIZE,FOR THE APPRDPft1ATC DESIGr/PRESSURE kkO D. SPACE w� - r )AHE SGREYY AllENpR DY DTIIERS PLACE CONCRETE SCREV ANCr14RR IN SROui PC NOOK STRIP AS SFUUN. 07 DLAss THICKNESS MAY VARY PER RCDWRrHzrrTY tlF ASM 013A GLASS CHARTS.S116LE GLF2116 1/4'MAX. _ 1S SH3Hr1 INSULATING GLASS IS ALSO OUALIF)ED SHIN SPACE 9! )AND,SILL COR14CPS AND ALL ANCHGRS THROUGH SILL ARE TO CE SCALED V17N A SIWLL JUsNT 1-•1/9'ION. � SEAR SCALER. E10EDMENT 101 ALL INSTALLATION A14CICS MUST IIE!IARC'pi CDRRUSICN RESISTAUY a Y 11 1 ER1AL S. E%TCR10R - ) Ill NOT ALL COvF16URaT1DNS LISTED aH¢VC AR[SHpNN GN THIS DAAVItNG,HquEVER 1NSIaLLATiCa1 2' ITYPJ 1'MIN. T5/q$7 EXLEB1Dt3 �. 127 KINCO S(Y HPRKD b SLIDING ELASB G gq'[%A PtLY 1110 Ik4PRINTAAI Q APNLIESu1gOrCCHfa J1Dr.S. E1 tpCDNC14Y WOOD BUCK MARX 4 4 MARK 5. FIN FRANC, LAI$$ BY OTHERS TEMPERED GLASS EXTERtI1R F1r11SH �" '7'i sY R CAULK EXT.FINISH (T7Pa ' INSTALLATION ANCHOR CHART SECTION dON '2 PC 11Y 01IR CAULK $Y L77t1ERS ➢r OTHERS PCRIHETER CAULK 1-t/4 MIN 010 SCREWS IN 3/16' DIA, CONCRETE 010 SCREWS p EA, Y ByROT ERs CAUL9 BY 41178$4 NEDHLNr' CALL [7VEKALL FRAME FIEAT) _SCREW 1N FRAME SILL JAMS Br hlUtltC STl@1P wJNO¢W HEIGHT SIZE SIZE UP Tp 46 PSF 61 PSF UP TO 46 USF T. PSF UP TO 46 PSF -61 PSF VlNllgt/ EXT.FINISH TD TD T¢ TO TO Tp WIDTH $Y OTHER$ SI' 60 PSF 70 PSF 45 Sr 60 PSF 7A PSI` .5 S SO PSF 70 PSF SLIDING GLASS 5068 XO,09.XX 60-M/16 x Be 3 DOOR FRAI4E Ni^^-•--S.G.A W[DTH 1/4'MA%. 6068 XO,OR,XX 7E-11/16 R 80 4 4 4 4 4 4 j 6 µ 6 HEAD SH114 SPACE BOA68 x 1�p%��..�u�XXX 9.6_21�16�x�0 6 5 6 6 5 S 3 6 6 SILL ST¢0L '-"O O d 06 Xli "-y 80 7 -••---- ry -.......Ft._.-. BY g71NERS @ c, EX1ER1f1R S .T_Lq�!2� 12060 DXO 145-5/8 x BO 7 9 IO 7 7 g 6 ° r 15060 tlXD IBI-5/8 n BO 9 8 9� DOOR I�Si �'4�X•t�"friik# 1 - re �- 29•D.C. HEIGHT 12060 OXXCL XXXX 144-11/16 x RO 7 9 10 7 6 HA%. <TYP,) / �� 16068 OXXO, XXXX 19 Il/14 x 00 10 13 IS 9 7 e 7 6 o V 24060 OXXO, XXXX 129 13 x BO 13 )7 1g 1) jq �� 3 6 6 i 71aPCRED 5080 Xq,p ,X# 6-fl/{6 R 9 3 3 3 "�3,- 3 6 V1N➢OW EDUAI.LY GLASS (TYP,) I-1/0•MIT4, 6p8D Xq,DX,XX 70-11/[6 x 96 4 4 4 4 4 4 6 6 HEIGHT SPACE EHBEOf1ENi INSTALLATION ANCHOR 0080 Xp,tlx• XX 96-IJ/Ib x 96 5 5 6 5 5 5 6 AItC110RS IIID SCREW Jp000 Xp X 12.4-11/16 u 96 6 7 6 d d (7YP,) 9 8D gXgX 10�-578 u 6 > 66 - -'••--•6_-••••—i.. I/4'IT D CAULK BETWEEN 12090 OXQ 145.5/9 X 96 8 14 I1 7 0 4 6 6 6 SPACE 6,0 VDOB FRA1fE t �0 ,Ox13 181.5!8 n 96 10 3HOOK STRIP IOF,e� X XX% -1/ K 7 8q0 111YTALLAT1pN 1$000 OXXO,XXXX 144-11/16 R 96 7 !0 Il 7 8 gANCHOR SCkEW --A_ 16080¢XXq,XXXX 198-11/16 K 96 11 14 17 9 12 14 6 6 6u T47q BY Vp¢➢ 20A00 OKxq XXX% 2qp-78/16 u 96 14 f9 Q2 L 16 10b•UAX, FRAME DY 01HCRS VL DY FkAHiNQ O (TYjj((P.> •�,T� DY¢iI IERS {1^ D¢¢R SLIWNFRAIIE S T f SILL SLIDING GLASS 'TION rON • AOOR IIODK 5TR[P �/ ,UMIN014 ALLOY 6¢63. I C n �-••••SHEATNIND Z 11UST BE OF SUFFICIENT LTH.TO ELEVATIQN N BY OTHERS L� 1F 1*INTO E'RAIAINO MEMBER, 1-1/4'IMIN l a-lr VIEWED FROM EXTERIOR 11/4 H,N. -X VA , 16`FROM CORNERS&24"D.C. _ BYTOTHERS pyq DOOR SHAWN � R1RR El-EVAT([�(y AT HEAL A JAM WITH DUD-SIL PERiIIEIER CAULK LTxxa, XXXX DOOR SHOWN ASO EDL APPLICATION Ut CTURE IL 7EIIPERED GLASS BY OTHERS PLY IYITH SFAtAt17 IAASIUFACTURER'& ••�.,� .-,_...__- �,..-.�.__ __ ._ .._- CAUU( 9EM(NO FIN AT WINDOW SILL. _ SCT SILL IN BED nI � - ALEtIT FOR PERIMETER SEAT,AROUI4D w ' {y(� I 5245 DlD IgOOS ROAD EIF MIMIC OR CAULK { I/ $ I�I 1�n LTD THERS• f i\PNC L� ly D o !ACs 01"ILLE,iLORIDA 81sy4 SLIDING GLASS --yo ,JAC�(SQNVILLI', �LOWIDA OT LISTED IN ANCHOR CHART• USE d �' y___ [NSIALLATION FlNCHOR ,.,r _ 0TH H�XT LARGER 51ZC. r *y', ''••.t "'', TJfLCr—• 3/16' DIA.CONCRETE DDDR FRANC ,.a•.. �J� ( µ -F v INSTALLATION DETAIL 1/(TDD f RAi91 OPENING SCREW ANCHOR(TYP.) JANE y.• J 'TLC' MAY „IPr� / Y PP SLIDRIG GLASS pq ft W/Tsrq BY trDUL BUCK OR FRN.ttf TS. VARY PER THE RS SIIQ11EutS ` ''� FIN SINGLE HUNG WINDOW 1440/5_0 & 1'140/5011P CONCRETI”OR— �/• � ]PEr11NG a# / XX / OY10 09XO C XAX9 41STALLATIOH I)f QUA 5K10LE CLAZINO IS SHOWN, ' r _ HASItIRY OPENING EMxIRCCR gUALIFIEO, y• - EH__I� `� -.-.W DAfi ...o GATCr M «— BY OT114RS ". ""�""""'•�� -"`"' V FIN JWA3 DO 1101 REOU1RE MANUCL MARTI<`lEZ $$ II/C>w/OI :.'i �..7-;C�: tfAl•1UEL MARTINEZ Ofir! B8 -nASc`1 /Q/O1• NAATl0t1 ANCHORS ARE ONLY REDID. y, /! � �1�: - DtSCIPLIrrC, ""'"'°""" - ^' eirw+e4 C l V 11 sLAic:`t T. &v6 n)t €Ga Z[Ii L 1 + a [E V I TiaiE: 1 [IS SHEET, d. S u Ata _ / CIVIL alit l;n l.T.a. _t<.1Txllo713 ❑X, X17, XX DOOR SHDWN I4.RCk REV.LCTIER 2 1 k141 "G��ss 47182 sSEn , n 1 .. .. ..... ...... ......... .. .. 2 BV WOOD SUCK U10 x 11/4` MINIMUM EMBEDMENT OR 17 3/16' PFH iAPCUNS WITH 4,563' 1112' MIN, EMBEDMENT GYP) 1 MISSl�u INSiNJ EB r Al LBEAiI s 91910 if A cAr r DR 04ERNANG MR IMI 1�KE fTO iH[EO(C 9 CAIO1Pr 0R OVER V0 (2) PSR HEA➢ JAMB ?D Slll 1S LESS 1NNId114S Of GRf S1 Vhf SS l�Vli IS INSTALLED IN 114' GAP MAX, h�N HAUlip�f AREAS VfERf?E VNfI A4D 1K 0 ARE KW U 10 ACCEPT WATER lf0'ILiRp11UN. - .750' V1ENf VAIER 11EIlIRAfiON V✓ERE VA? [�It1RAiIpN O QUIRINENI 6 Ull REOJI lENi lS NDl Ell 051tIVP o rov d +1 . s °1 K i A r 1,25' ° �ddr A! r I i r MA I ERIAIS LIS 1 OITEM 110. PESCRIP1109. PART UN COMMENTS ® to °°1° © V090-0111 JAMB EV-12 11/4,x 4 16'MIL. 10 BE V000 • ' '' � COMPRESSION WEAIHERSTRiP p (R ° /4'x 4 'ATL. IW FIXED THRESHOLD r , TOP CHANNEL EW"D5 81 11/16' INIERIOR79 5/16' aEXTERIOR 6 ST K N 26 0.(.011+,002 .25) r�1�CH11SI CH6F,` M. MAX , ° QPRUFTHANF FOANBASF FOAH- DENSITY 2,010 2.516s.d ° BOTTOM CHANNEL r ° . °'° O WOOD TOCK BLOCK EWOB ° ° ° O WOO STR1kE ST Lf EW-01 111/16'K 15116'X 19 5116'Mit,10 if WAD / WOOD HiNGE STILE EW-06 111116'X 15/16'X 19 5116'MR.10 BE VOOD LOCK FILLER PLATE EV-09 .050 THICK PLASTIC .°,,•1,°° ' 3 Val, EW-l5 .0411HiCK(STEEL) °,', °,,° O 4 W0O0-HIN JpMD I I/4'x 4 9116'1111, 10 BE WOOD ® 110 x 3/4'WOOD SCREWS (4)SCREWS PER HINGE 62'F 1 D x (2)SCREWS PER HINGE 00m 111k)+�,HW,S, i °M!I i V (I+Ifi�li((R Ni n,Ir%ut rca� �� pPPROV� CO 1.25' soM+ �If,2e°° 110 x 314'F.H.W,S, (2)SCREWS PER HINGE 4 2 ,HWS, 2)Al EACH SIRIKE PLATE Pa�r�� ��� D LOCKSEi WlKSE1 DRANO 200 LOCK WO �D �➢ DADS CpyM HODIFiCATIONS arz�rou JD 2 BV WUaU BUCK rtYy�ll��lsIrrlI(�Ipkr(S��S��i�ipp(IDIpp�1(Rp� : t6ry(C, ' f aDpaUtf COP MODIFICATIONS W JD alum!�•4Ef71C1(�Sliil'r . _ A 'AIiOED Pf,SL 4?wg! 3I k[s) I G Su ns 11 ` LTR• -'�VISI�S . .�1 Bl _.. _– — r- p�R NDCI Ni V 1110 x 11/4' MINIMUM EMBEDMENT OR Kit Rs. I 9AIt I-pn-0 I Tull,I--0I IL I l l2'M1N, EMBEDMENT(TYP) RIM � %1N, 3 –IM–EV 911E�((fB�V 101 (2) PER HERD JAMB p111�6"�,N gle /", XIX 2 DF 6 DOOR CONFIGURATIONS V1111(1IRc .•MAX .•MAX 7 MAx 3,,yx r MAX ,.MAX tivTeRloR 1.• -MAR 1601 MAX . MAX wix I rlianx� 1 11 31 i!v j A•MA% LS- ts•MAX X MAX 37 1/2•MAX el.3e4' MAX MAx 35 3!.• 15.MAX 1 Ti �.. MAX fl0 Alli• 1T MA% SH(>r'MAX ar MAX .. 1X � l6•MAX I OLD ` 1 •-- .�-•' t ,;;L _ 37 i/Z•MAX ',r: :J tia •'1• •„.,• ••• !•• •v '�7•� a•MA lS•MA% MAX{•MAK 1 9116' •j \ CLC• 3•NA% l a•MAY ]•MAXtA• MA1L�T IyX�I 11 MAX �x /-1 - ! 3•NA% 6•MA% IMAx ,.MA% is MA% .MAY O.0SEE ELAZI4 DETAIa'MAx .•MAX— EXTERIOR tsa�a% 17 I � 2 134 MAX 0 all II/tv Ii- O 31 V4 . 15'MAX MAX SC( TION H- A 15,MAX C—' "kNSW N G OTHER CONFIGURAT IONS r�A I--It- ' GLAZING DETAIL 3 MAx 1116• a•MAX 66 3!a• 64 3/4• ax a• wx EXTER[O GRADE L TEDD MAXMAX 37 naxz . .�MAX C%TERiOR GRADE LATEX TUCK 11 EXTERIaR ° L OX. E LINIMItLESS NOIED,FRAC DEC A e'��'• is EXTRUSM UNLESS NOTED,S11 OIL a'iLWANEER � 1"• c.x aX.n raautur�Ms : L(R REVISIT M 8T lNTERTOR Avr-U';MAS w-Inruratt;M THE a ►earn PAX s I=ani IONS) 6 Al•:.i' (rLp`rtiCY.TTMTH@ PARi aE,KLAkrt'TfY+["""' y4 e6 SMWS mu rAAKS° qR RY t, > �.::•:p:w:�'�. WN (SY REMR ENTRY SYSTEM 1 1/2• a° u �'' _ �Im� A .Qp arMCA aXmC111,ryA.T GY paonu� 31-1020s�,� n`°-I GLASS BITE 29 `” etCIVIMON %I E.IFFfRSi1N � ^ PROD rroc wv orr �� N R $Y$ M 31-102D-EW-I aILOr+ecOo�cOr�Pwr+ o�F1Ce PRIS i6,xi 66762 SHEET °SHC7F 4 etiy AccEPrANCFNO ec-oa 1y./y ;w 1/9'TENI'ERES GLASS 9uACiNGC4DECo4auArtCEOFACH n t SI{ffT 2 7 6 tlLS771.1R i ACCEPTANCE No U �� � - o � e • � E O O E m Kalosis Residence Jacksonville Beach, co coL 4 V� 4 N (Ij lf] S7 4 4 0 W LU U) BFSTCON HomL; s i•�' ZV) ,� ■ CW rr ' (A =. � c 22 ji i LAP SOING i i LM -F -_ --m _ _ - - ........... -------- 00 A d F'lannini'y o Atlantic Beach 9 anZoning cepartment This aPProvat ver,"es zoning, sub COmPliance devefc, dirisFon With applicable prrkent r�¢ut8ti0nsand other local land approval for tti.jsj&tjon tut does 4 with Florida 6uAdir� not constitute Lz' Permits, local, Stats A COds and aft otheC a Nance � must be ven5ed b ederat pemfttfn PPiicabie Beach Buildin r signature tha C quiremcnts � Building F� Ar+6r! ` suancalantic " Of 8 a APProved ar. Grist []ate; �" Or � M1 r rr r r "1` rn rvi IY F ;:,FACiH p C pj CJS _. •..� Y J..1` O `r JUN r,� ..1 �,. JOB NO. 05-B1-0085 Dogwood (Mod.) SHEET TITLE SHEET Fe p Ft o v E o H COVER SHEET / \o.o L a ..� JUL 0 G r" _ � n Q N � iM Periods only used on one word abbreviations, if the abbreviation `s o�_� L is a different word by itself; e,g, ARCH., BIT,, and LAM. G Periods ore usually used when abbreviating multiple words, unless they INDEX 4 ABBREVIATIONS GENERAL NOTES � � � are very common without periods; e.g. AFF, HVAC, R/A, and WWM. j g � A.B. ANCHORBOLT FAS FASTEN(ER) PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5, SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P.BD. PARTICLEBOARD Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDMONING F.B,Q, FURNISHED BY OTHERS PC.GONG. PRECAST CONCRETE ARCHITECTURAL ACO ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING B. Install#15(min.)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) AO.O COVER SHEET FLOOR: 40 P.S.F.Live Load ADN ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 4 o R 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment, ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER R N 4 No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL A1.1 INDEX, ABBREVIAT10NS, SYMBOLS AND Q Q ROOF: 40 P.S.F.Live Load A.M.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) GENERAL NOTES 10 P.S.F.Dead Load D. Plash all roof to Wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) oo ALUM ALUMINUM FND FOUNDATION PREFAB PHEFABRIGATED p W A.P. ACCESS PANEL F.O, FACE OF PSF POUNDS PER SQUARE FOOT W co Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5"(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4" APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH ""�" � W Engineering for all structural details,specifications,and notes. •20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPH8 FIRE PROOF HOSE BIBS PTN PARTITION LAYOUTS �®� t ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) Ln A.T. ASPHALT TILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) 3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PPWI PWD PAVEMENT A2.0 FOUNDATION PLAN AWNG AWNING FUR FURRED(ING) PLYWOOD A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation A2.1 MAIN FLOOR PLAN each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterioror to unheated Q 836 36'W IDE BASE CAB. GA GAUGE Q,T, QUARRY TILE where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum o Y BD BOARD G.B. GYPSUM(WALL.)BOARD Q Vs q p P property BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON SIAIRS) A2.2 SECOND FLOOR PLAN w structure or gas mitigation due to these occurrences. R-11 baits at fireplace chase walls and under fireplace unit. BIT. BITUMINOUS GD GRADE OR GRADING R r � � a BLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURN AIR 3 BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAD RUBBERIBASE A2.3 ROOF PLAN M BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE A2.4 FRONT& RIGHT ELEVATIONS B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL.BK• GLASS BLOCK R.D. ROOF DRAIN ++ and structural designs due to inadequqte soils or landfill occurences shall be the BM BEAM G.I. GALVANIZED IRON REFRREFRIGERATOR 00 ELEVATIONS = r ty responsibility of the"Builder-Developer"or it's subcontractors involved with the design and 7• DRYWALL B.M. BENCH MARK GT GROUT REQ REQUIRED A2.5 REAR & LEFT ELS J O installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT A2.6 INTERIOR ELEVATIONS �.. BRG BEARING 42'H 42'HIGH(WALL) REV REV1510N(5),REVISED implementations. A. All walls to have Y"gypsum and all ceiling t�sum ceiling board unless BRK BRICK HB HOSE BIBS REINF REINFORCED(ING) noted otherwise. B.S. BOTH SIDES H,C, HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX ELECTRICAL ��'(`,J�" /�y B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BrM OP BOT BOTTOM H.D. HEAT DETECTOR OORHEAVYDUTY RLG RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W1 MICROWAVE per local codes or specific soil conditions,whichever is more restrictive, BVL BEVELED HOW HARDWARE RM ROOM B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGHT OF:WAY E1"1 MAIN FLOOR ELECTRICAL PLAN 8, INTERIOR TRIM AND FINISHES to be selected by contractor. C GAB CABINET HORZ HORIZONTAL R&S ROD AND SHELF(5) D. Sail test must be approved by Geo technical Engineer prior to footing pour. G.B. CATCH BASIN HR HOUR CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) E1.2 SECOND FLOOR ELECTRICAL PLAN 9, DOORS&WINDOWS CER CERAMIC HS HORIZONTALSLIDER S SCH SCHEDULE OF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR E. All concrete footings are designed to bear on minimum sail pressure of 3000 p.s,f.and CRAM CHAMFER HVAC HEAT INGNENTIIATINGlA)R GOND. SEC SECTION shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOOR$) S.F. SQUARE FEET reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.GONC, CA5T•IN•PLACE CONC. SF.GL. SAFETY GLASS or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall rneet CIR CIRCLE LB. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSI/AAMA 1 D1-88 for metal Windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE I,D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall not be less than 55. C•J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 p•s•i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR CLO CEILING INT INTERIOR SKL SKYLIGHT C. Provide insulatingdouble glazing at all exterior lass areas and tempered lass in all slid) CLR CLEAR(ANCE) SL SIDELIGHT OR SLEEVE a) 9 9 g Pe g n9 CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) G, Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) J JT JOINT SNC SEALANT SPC SPACER encasement of utility lines is required,increase slab thickness at the utility line, Install CMU CONCRETE MASONRY UNIT utilities lines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPEC (AUDIO) SPEAKER(S)E SPK (AUDIO)SPEAKER($) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN S.ST. 5TAINLESSSTEEIL openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE (D including patio, porch and sidewalks. GOND (AC)CONDENSER K/S KNEE SPACE STI. STEEL CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINAIE(D) STR STRUCTURAL CONTR CONTRACTOR L LAV LAVATORY(SINK) SO SQUARE DIMENSION N I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. cQRR CORRUGATED SU5 SUSPENDED A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL P 9 q p Y 9 CPR COPPER LIV LIV':JG bathroom and garage wall receptacles shall be providled with ground fault circuit protection. C OR GPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE Service panels to be(min-)20 circuit,100 amp,110 vont. CRS COURSE(S) L.P. LAMINATED PLASTIC T.B. TOWER BAR 4. FRAMING CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO TIL CERAMIC C.T. CC E A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the LTL LINTELT.C.J• I ROWELED CONTROL JOINT FAKE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dlryer vent(taped CTR CENTER OR COUNTER LVL LAM VENNER LUMBERBEAMS) TEMP. TEMPERED(GLASS)no screws)to CX CONNEx71QN exterior. LVR LOUVER T&G TONGUE&GROOVE CY CUBIC YARD TEL TELEPHONE 2800 psi in Bending,Fb 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separaSon as local code below adjacent M METER(5) THK THICK(NESS) P P per 12"D i2"DEEP M MAX MAXIMUM TMA THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D D DRYER,OR DRAIN MAS MASOI+d'( T.O.C. TOP OF CONCRETE DBL DOUBLE MATL MATE7IAL T.O.F. TOP OF FOUNDATION M B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICIN=CABINET T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1 000 psi repetitive)or better, D. Provide main sewer clean-out within 5'-0"inside or ouitside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O,W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR, MANUFACTURER TR OR TRN TRANSOM(WINDOW) VARIES C DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E, In all buildings a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL DIAM DIAMETER MISC MISCELLANEOUS 1. All trusses shall be securely braced both during erection and after permanent installation in c)nduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIM DIMENSION MLD MOULDING a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor.The cable shall be copper and a minimum#18. OAD UG UNDERCUT(DOOR) gpoR) Plate Instituto. 'rhe water department shall make the connections. D.L. DEAD (STAIRS) MM MILLIMETER . NF UNFINISHED N ON DOWN(STAIRS) MMB MEMBRANE U.N,O. UNLESS NOTED OTHERWISE DIMENSIpINS ARE TAKEN FROM FACE TO FACk.OF MASONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR MOD MODULAR VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD, 2• Y,'high density T&QI Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MAGHNE MRB MARBLE V V.B. VAPOR 13ARRIER 24/32 Exposure 1,With sealed edges. Install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL VB36 38"WIDE VANITY BASE '1 CIO recommendations. F. Water service shall be 1"minimum from each exterior shut off valve, D/S DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL it i I i I' 1 I) I I D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL. DTL DETAIL V.S. VEGI ABLE SINK OW D15HWASHER N/A NOT APPLICABLE V.T. VINYLTILE W 3 y"underlayment(minimum)under vinyl or tile on woad frame floor systems. G. All shower head heights to be 80"AFF at fiberglass sihowers and 84"AFF at ceramic DWG DRAWING N.LC, NOT IN CONTRACT showers. NL NAILABLE cc DWR DRAWER 'A` W3630 36'W X30"H WALL CAB NOM NOMINAL vY W WIDE OR WASHING MACHINE 4• Min'%"high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges,Install per manufacturers'spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATUM WD WOOD recommendations. IMPORTANT NOTE. E.F. EACH FACE O OA OVERALL WF WIDEFLANGE(STEELBEAM) F.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W,H, WALLHUNG D. Roof truss systems shall be fabricated with wood chords and woad webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES, ELEC ELECTRIC(ALj O.GAB. OVERHEEDIAMETAD ET WI WROUGHT IRON designs prepared under the supervision of a registered professional engineer. E.P. ELECTRICAL PANEL GM. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL ET EQUAL O.G.D. oVERHEADGARAGEpOOR WIN WINDOW EST ESTIMATE OH OVERHEAD W!W/O WITH OR WITHOUT E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder forCLARIFY CONFLICTING INFORMATION. EXT E 056 ORIENTED STRAND BOARD W.S. WATER SOFTENER ATTIC VENT approval of roof trusses acid beams EXT EXTERIOR WSGT WAINSCOT W.T.W. WALL TO WALL WWM WELDED WIRE MESH 0 F. Min✓fi exterior grade plywood or OSB wood sheathing behind all masonry veneer,d" panels and cedar siding.See elevations for locatiotls. G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLSFORMULA. sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as �. it 144 SQ. IN. = 1 SQ. FT. indicated an the plans. ` ;.-:" I�Wt,-; EARTH �rr�l�> r; ;' PLYWOOD BLDG. CEIL.INC (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG, (SQ. IN,)/30) = SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL nLL ii '; ; INSULATING SHEATHING 5Q. IN. OF VENT REQUIRED 12 = 50°/ti AT RIDGE &50% AT EAVES WOOD STUD PARTITION 1y' i, r'. BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 . , RIGID INSULATION UNLESS OTHERWISE N011D %/i,�•' BRICK � WATER CLOSET 01AREAANGLE TABULATION T f z7 �� CONCRETE BLOCK rCD CENTERLINE MAIN FLOOR PLAN 1467 SQ.FT. CONCRETE 41 TUB/SHOWER SECOND FLOOR 557 S .FT. � r HB HOSE BIBB (FREEZE PROOF) U. GON D SQ.FT. STONE TOTAL A/C AREA 2Q24 SQ.FT. !; " 1` 1, t @ ry �° GAS LINE STUB co LAVATORY FRONT PORCH 193 SQ.FT. ' �` STEEL 0 d PENNY �� o � •,-- - DIMENSIONAL LUMBER DOUBLE SINK LANAI 216 SQ.FT. a i PERPENDICULAR ❑❑ GARAGE 445 SQ.FT. �..L_ JOB NO, 05-61-0085 PLATE BLOCKING SINGLE SINK TOTAL AREA 2878 SQ.FT. Dogwood ROUND OR DIAMETER FINISH GRADE WOOD D (Mod.) SHEET TITLE SHEET GENERAL NOTES A1 . 1 L S7S�o �i!�'CYf•���/V MAIN FLOOR NOTES [NOTE-FLOOR n 22E ;� :u' F 9s 1, WINDOW GRILLS ARE STANDARD IN FRONT 15 ' T s ` AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PAR11TIONS s 2 - ARE 3 1/2" ROUGH. 52 -- s s3'-1°y2 3. ALL ANGLED PARTITIONS ARE 45 0 E 4 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12's w 1/2' L a E s'-to• 4'-s" 12'-0' 7'-0• ta'-s' 1e' °y2 PLYWOOD FLITCH PLATE AT ALL EXTERIOR it 2'-2' 4'-8" WALL OPENINGS AND INTERIOR BEARING 11 3y2. 3_9. WALL OPENINGS UNLESS OTHERWISE NOTED. 2'_3• p'_3" 6'-8" 7'-10" 4'-0' 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION o 4 to N VIA BEAMS, POSTS AND/OR SOLID 9 N LO 10'-1 I8 PLT. BLOCKING. Q 0 ADD STEPS TO 6'-10 -1' 6'-1' 8'-0• 5" 8x8 FRAMED COL. OFFSET o 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 0 W ,�` OF STUDS UNLESS OTHERWISE NOTED. W cn GRADE AS REQ. 1" FROM PORCH EDGE 7. ALL TRUSSES TO BEAR ON EXTERIOR � BY CODE HB — — — — — — — — — WALLS AND/OR GIRDER TRUSSES UNLESS Q x — — — — OTHERWISE NOTED ON FOUNDATION PLAN. L Q DINING ROOM 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL N o 10' CLG. a TRUSSES, 7 00 ® 11'-5" x 9'-0" A' I 9. WINDOW SUPPLIER TO VERIFY AT LEAST a 4 I FOYER o Q ONE WINDOW IN ALL BEDROOMS TO HAVE — I — « A CLEAR EGRESS OPENING OF 5.7 SQ. FT. FIE.- -0 CO ERED PORCH6'-8" x -8" °�°< I _.. WITH MIN. DIMENSION OF 24" IN HEIGHT ANDto A " 420" IN WIDTH; SILL HEIGHT NOT GREATER1.N ® o -010xC17-10 I I THAN 44" ABOVE FLOOR.2860 SH I 0 84 AFF I 10. (ABOVEN8F 1-)TO UNDERSIIDEROFAROOF — — CLG. BRK. — HC HG ADD STEPS TO— — �" �" SHEATHING - PROVIDE FIRESTOPPING O r _ EVERY 8'-0" VERTICALLY IN WALLS > 8'--1". 34.5" h"WALL w -� �21«BEC J r 1 21•BEG L i GRADE A5 REO. 11. ALL HANDRAIL BALLUSTERS TO BE 15 BARTO „ BY CODE SPACED SUCH THAT A 4" SPHERE CANNOT ORE NED LANA i � MICRO HOOD 1 -- 2430 SH I 12, ALL ELECTRICAL ANDPASS BETWEEN MECHANICAL1- 10 CLG. I I - 0 80" AFF » » I I LQ --0 I " EQUIPMENT & METERS ARE SUBJECT TO - x 23-� GREAT ROOM 4g Icc RELOCATION DUE TO FIELD CONDITIONS; Y �' CONTRACTOR TO VERIFY, VAULTED CLG. I I KITCHEN 2430 SH 8x8 FRAMED COL. OFFSET � " � I I � ° 13. FOR ADDITIONAL NOTES SEE GENERAL 1" FROM PORCH EDGE I18'-11* x 15�-2 10' CLG. �_= 0 80" AFF NOTES ON TITLE SHEET & DETAILS. 12' x 6'8" I I — '`" QUAD SLIDER II D/W I I N 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE }N ml II f I �,° 96" ABOVE FINISH FLOOR (U.N.O.). II I 3050 SH 3050 SH vl _ I " 15. WINDOW MANUFACTURER TO TEMPER ALL ® 84 AFF 10'--1 1/8 PLT. ® 84 AFF WINDOWS 2' WITHIN DOORS, OVER TUB & 124"D/S I REF i 21" I L/S I D 2 X 8 SHOWERS 7 WINDOWS WITHING 18" OF THE R I i 1 V _ -------1 ------- CL D FINISHED FLOOR. 36" G�S FP 9� N I OHC �_____r OHCI i W/SP i u DSP i LAUNDRY TUB o B'-4/4 2'-1�" 3'-11!2" � II n LINEN _ 7---- A ST PS TO C; -- -- 3'-9 " I� UTILITY G G SLAB \ 10' CLG. � \\ GS CLG. BRK.X. 7 868 1LGT I t N \ Q- I PONY WALL 1" - --- I 10' CLG. 22 1/2"64" \ I I —IBJ fSE OF I t 5'-1a co as AT11C ACCESS \ .' 2668 TREAD ABOVE NOOPE t it t c° 4'-6 HANDRAIL I - -- — — — \ C) — IIco I _ 24* co D/S N I1 1I \ 2860 SH I ---------------------- -(DBL) R/So I I I GARAG \ 0 84" AFF I BA 10' CLG [J 11 1 I 18'-10" x 21' -2* x " I C 10 CLG. °' 10' CLG. ¢ -L 2860 SH 0 84" AFF MASTER SUITE o "� BEDROOM 2 / 10' ICLG. ----------- ------ 0; 10' CLG i____�i Z / 14'--8" 15'_5" (DBL) R/5 11'-3" x 13'-0" K 2860 SH I " �t� 0 84 AFF I n I �/45 I(�) Nco / L I n ao 6'-312 2'312+ 3'-8' I CO F W.H. i Lc co 6'-5" I [Y I Is 10'-1 1/8 PLT. —RECESS HQWER ' i I 10'-1 1/8 PLT. 10'-1 1/8 PLT. 3060 SH 306 SH i i 10 CLG. i 0 804 SH10'-1 / ® 804' AFF HB 0 84 AFF 0 84m AFF - OPT. H WER J ' i ------ i EAD ' R S I �► ..� 4' X — 8" CLS 10'-1 1/8 PIL CONDENSER " BYP S ENLOSURE BILKS 84 AFF VER( Y SIZE WITH SUP RI TENDENT 2 2'-g" 2'-6y" 6'-ity2' g'_g" 2'_r 6' 6. 12'-6" 14'-10" 19'-0" 31'-Dy2" 63'-10y' MAIN FLOOR PLAN_ SCALE: 1/4"=1'-0" S' ux�r 13 Y�^ r O j»' ti 7 AREA TABULATIONg, � r= c MAIN FLOOR PLAN 1467 SQ.FT. r` m aa.. LL a SECOND FLOOR 557 SQ.FT. .A TOTAL A/C AREA 2024 SQ.FT. JOB NO. 05_S,_0Qag Mi FRONT PORCH 193 SQ.FT. Do wood LANAI 216 SQ.FT. ( od.) GARAGE 445 SQ.FT. SHEET TITLE SHEET TOTAL AREA 2878 SQ.FT. MAIN FLOOR PLAN V V A2. 1 05o &1adtjL laiv— r 00 C po L� c W W C 4 4 07 u' N QCV 4 N o v w Lu c0 of L OPEN HANDRAIL W/ SPINDLES W-9, 21'-3" lot 3'`2Y2 —24+ 4'-0" 3'` 4 S-2" '-6" 5'`>>�2� 5-6" Fri 00 t (D m m co CD to co N N O Q N N R/S R/S LOFT �-■ CATHEDRAL CLG --- x 13'-0" !� BEDROOM 3 - - - - BATH 3 CATHEDRAL CLG r "' L J - - - - - -- At'EDRAL CL 11'-2" x 10'-8" CN L co 12"X12" FLAT - - ---� - - - - LJ - - - - - FOR CLG. FAN - 1 ��12"X12" FLATf (D 3_ co p/S FOR CLG. FAN N Q I I I I I I I I <c � i D W 4i ISES DDW 4�I �S i '� CO @ .2 P R USER @ 6. E IRI ER o CO I I I I I I I If CIO 3040 SH 3050 SH ® 72 AFF 0 72 AFF 23'-'8y' 9'-3}2' 2'_5' a Miami SECOND FLOOR PLAN- SCALE: 1/4"=1'-0" ac,� t3 r f,I� � w Pj:�ICy.a� L y l d1 P r1,J � C7 O AREA TABULATION .h GY .% i LL f•] Ay L yip^ l�4 'M . MAIN FLOOR PLAN 1467 SQ.FT. o a LL a� -SECOND FLOOR 557 SQ.FT. TOTAL A/C AREA 2024 SQ.FT. JOB NO, 05-6'-008 FRONT PORCH 193 SQ.FT. Dogwood LANAI 216 SQ.FT. (Mod.) GARAGE 445 SQ.FT. SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 2878 SQ.FT. PLAN A2.2 L ,A 75-0 fiMdL1l-,e_ IAV