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66 Dewees EXISTING FIBERGLASS SHINGLES ON CHIMNEY 15# FELT / ANOD. ALUM. NEW SHINGLE 7/1 tr OSS SHEATH. - ROOF VENT SHED ROOF STAGGER JOIIM - 12 2X6 RAFTERS 0 EXISTIING B.U. ROOM INSTALL PER CODE W1 O.C. 7 MEr. SPACERS & 8d NAILS 2'-(f 17- Ar Ir O.C. (40 O.C. W IN 4- OF GABLE ENDS) V ----------- EXIS71NG EAVE ALL SUPPORTS 2X8 CEIL JOIST ..... 0 247 O.C. 11 If 11 if ]1 11 11 11 It ANOD. ALUM. DRIP BATT. INSUL jf(MfSoo L-TS.1-:2- P.T. 1 X2 -SEMOO HOPTA- HURRICANE ANCHOR P.T. 2X6 FASCIA W/ dd NAILS (800# UPUFT) 5* DIANIOND SREENED VENT 0 2e O.C. Li EXISTIING DECK Y, 4- --`--�MD RZAII-ING 2X4 BLOCKING CM BETWEE T P IP 4 0-S 2--:"0 0 PLYWOOD JOINT Ac 0.C. 2X4 STUDS 0 24 w F3r -SPr (�A4,(Al-) w T-1 11 STRUCTURAL PLYWOOD SHEATHING -- INSTALL PER CODE W/ 6d NAILS 0 4! O.C. 0 EDGES AND 6" O.C. ALL OTHER SUPPORTS 0, + I' II 11 11711 11 EMSTINIG P.T. if INSULATION WOOD IDECK ;0 T-111 NEW EXISTING 31,V PLYWOOD FLOOR S 0 U T H (REAR) E L E V A T 1 0 N ON WOOD BLOCKING TO BE FLUSH W/ EXISTING FLOOR NAIL AND GLUE 0 EXISTING CHIMNEY I= LINE NEW ROOF 8 ......... EXISTING W/ EXISTING HERE (L Z 2X10 13LKG. BUILT UP MIN 3/12 CUT BWN.--, ROOF P17CH CL NEW PLATE HT. in AS REQUiRED E)XISTING 4XIO EXISTING 2XIO FOR ROOF LQAD BEARING FLOOR J0151-3 BEAM NEW WINDOWS IN EXISTING WALL T-11 TO MATC�,H La EXISTING NEW FLOORING ON /' EXIS-nNG DECK TO EXISTING FLUSH W/ NEW 2X6 STUDS 0 2e FLASH AS REQUIRED O.C. - LINE wrrH ExisTING PJ. 6X6 POSTS (EXISTING COLUMN BASE TO BE USED FOR HOLDOWNS - VERIFY + NOTE: . . . EXISTING HOUSE CLOSE IN THAT COL BASES EXIST AND lb EXISTING P.T. 6X6 ARE IN GOOD CONDfrION). EXInNG DECK POSTS AND FOOTIN(GS ;0 FOR NEW ADDITTION TO CARRY LOADS INEW FLOORING ON TING DECK TO I EXIS FLUSH W1 EXISTING TPP6 SILL PLATE T==i if 10 ANCHOR -52-"0 1/2" X 0' mg 13OLT W1 2"1-,42? $0, WAkSHER 114' AND BOLT 4�' CONC. SLAB W/ 6X6 10/10 w.w,m. ON ASQUEEN �,v S-- F- L E V A T 1 0 N- e% ECEIVED TIC BEACH Er BLOCK FOUNDAATION effy of ATLA avW109 4 1991 WALL AS REOWIRED Beach ------- - - Ago C)l Nt�ant�r- -- ------ CLEAN, COMPACTED, (I z o ftVA CHEMICAL TREATED ELEVATIONS AND WALIL SECTION 'I�r-.1".-1. t-1 4, FILL DIRT EXISTING 3T SQUARE X 1 #5 VERT 0 W O.C. & DEEP CONC. PAD W/ #5 0 8" O.C. E.W. 0 EXISTING I 1 0 CORNERS AND ENDS W" 11/4� - 1*-(r m"m ay J I M G I L L I AM mysm P.T. 6X6 POSTS L DAM 9/11/97 mm wmm 904 249 0072 X By CONC. FOOTING W/ (2) # 5'S CONT. (FOOTING ADDITION TO THE DIMOUSH RESIDENCE DOES NOT CARRY FLOOR OR W A L L S; E C T 1 0 N ROOF LOAD) -v ORWAM Whim OF 2 SCALE : 31 / 4" - l' - T ATLANTIC BEACH, FLORIDA TWO NOTE NEW CONFIGURATION C 7777777777=71 .1 V-- L NEW 2040 WINDOWS EXISTING BEDROOM E X I S T I N G H 0 U S E LOW WALL REMOVE EXISTING REMOVE EXIS71NO S.G.D. AND REFINISH S.G.D. & WALL OPENING OFF 216 qP(U ul (T22—x-8 I U L CIO > C? 0 La + 0 ceil. z cell. fan fan ZD EXISTING EXIS`TING UPPER EXISTING W EXISTING GROUND STAIR DECK STAIR NEW FLORIDA ROOM I SUPPORTED LOWER DECK NEW STUDY Li li 4' dtb ...................... 7 MIN. 3060 3060 3060 3050 3050 3050 50(l) ----`-EXI.STING 6X6 COILS TO REMAIN EXISTING C�l DECK AS REQUIRED 1&"9 LINE BELOW -7 A-A c."i 4 3060 30 3050 4 --c F I R S T F L 0 0 R S E C 0 N D F L 0 0 R r7" B A C K Y A R D REAR PROPERTY LINE 5W Shpamiails nailed at 611 o.c.on edges and j2-o.c.on Intermediate supports with 8d common nalls- EXISTING FOUNDATION SW Shearwalls nailed at V'O.C.on edges and 12"o.c.on Intermediate supports with 8d common nalls. r CONC. SLAB W/ 6X6 10/10 W.W.M. ON VISQUEEN F-LT1 20" ;' )Ott AP�PROVED C11Y OF ATLANTIC BEACH -t6!—:f>--�r CONC. FTG. .13Uj'L0tNr, OF'VIC8 + W/ (2) # 5"S ADDRESS: 0 Er 13LOCK FOUNDATION OCI '15 1997 1 WALL — SEE SECTION 66 DEWEES AVENUE FOR FILLED CELLS ATLANTIC BEACH, r- �L-1 rJ4- --1 FLORIDA 771 7L MIN, SPACE L I BTWN. EXISTING I I P.T. WOOD POST L AND NEW CONC. FOUNDATION EXISTING P.T. 6X6 POSTS FLOOR & FOUNDATI ON P L A N S AND CONC. PADS TO REMAIN WAM 1/4� - j'—dq- DWA" vyj I M G I L L I A W "vem DAM 8/31/97 now wAsm 904 249 0072 FOUND ATIO N PLAN X2- ADDITION TO THE DIMOUSHI RE-SIDENCE DF"WM MUMM OF 2 A T L A N T I C 8 E A C H F L 0 R I D AA ONE r l'z 7 1 N 51 Ir-:4 rr--L-T IZ,4" V,f . Wit ('70 W oc- C-QA (L& L, I AV Ire, 14', Oc'-rcs PIT" 1", 1 D a w cs s C--e T \Jer'�F-r L'oCA loll T A ex y-, W/ r"&C7 s 17-1 -Tu P 's J,71 -T 1, o ,4 (-o 0.c . "&/ I -I, ex IST x 6., �3 AiJr T�l lidr, C'L,I P, W LA 4:;- L�6 �h F-1 �v C-2 �-x 10 C'�;e_t'KA g= _-+ j s 1 11 -) J,:n I S-r (�oLT irlTo cp �L--(Vjb- _p1 F,,&, F_�_-, I H C,TS x P—A . eKIST L_T�& G IZ,;K E_: D E1�19%1'0 4) Tfl CZ�j L-r J- 0 (,T -7- >< 'v'R o T'I t;�L LI E:VW rL w/ 11 11A � a L_ r,->� I ST 1 6, —1 T A_ A 6 lt� ILI — A— Y — oil L13 Cv L Lj 1�-ro 101 W/ 60. I"/1" L-L He;TAIL .1 J=� 4TO(c.<-, rz x 1"r C;Orlc. "ZI 4 A \)v f7l e' w wx G u(�� MAY 2 5 1993 c Building and Zoning I-)r-w F_r__ AVE . ) L u I Ll�ALN SCALE: APPROVED BY jo+ C'n DRAWN BY DATE: v DRAWINJ NUMBER A TL�,A -T i f 'WTELEDYNE NAnctLAL NO,185A-24X36 .... ... ------- ... ...... :,T \9 "Z (Low tj C cx I C 14, --S F_& Pell h I d t"'ss 4 T1 L-T 4. 0 1' ,-r -Fc_� A '4." 'ZX('7 TA TL 0 J1 v4 KIOL-rs A�c. j u r ,NvjrJ 0 W UL I :L'0 7 fIr es f".5 Ps C)C-_C .__LA I I Tq_ A -r �__A itrr 10 115�_ 000 5,C__ Eay 0 a I s peck, Q �E; T I Ae, T) T HHH -11#H -1.1 ew w I ('L) TO riA�c�o 1�� Oe�'*] !_� � IJL--Le;_ P-x I f�',T I E'1�1�T' 1�1 GO K C) F TO LIJ -I- I C_' ro F_ Xx, T.- 17 -717... .=f7 I CIL 4-% A 1'�'-r Tlo APPROVED BY 01 04� cz:;) SCALE; DRAWN BY DATE: AVe. DRAM UPOBER T�G T LA f2-, 'IrTELEDYNE NAnCNAL NO, tSSA�24X36 lb -2 /v r 41� 10 > 4-- \9 w vl\ r r--f<- -T- \A/ T- T(- H F-'� -S TO "o L AL F-- ��, �:-14, E� 1; - -] ci i e�x Tl�l K- -�77 Q d)CATSJPE- -DO WALJ- -_7 7 N \,Aj-�10 r,� T-) x j L LU 0,4 W\ A.4 tv LA T—1 ', '7 A.) V -elk r Cd C9. E--\O K-E—, E-\NA, V;:51 mpsom IsTu x &A VS! Pl--IVJOOJ7 I JO714 t 06,5 4 WA L f- PLLAS 1?z-0 5-M-"A" IBRACa C-2) L-L -4 SCALE. APPROVED BY DRAWN BY DATE: T-1 WA F-F DRAWING NUMBER 'PrTELEDYNrm NOONAL NO.ioSA-z4x3G HII ; 'd Id N 40*156 '06 " E CH = 21.03' (MEASURED) Cq = 21-00' (E3Y FLAT) RADIU5 231.00' 8 42 *00T22 " E 118.ea' (MEASURED) 119.aO' (F3Y FLAT) PORT-0-LET I.E�' 5ETBAGK Fi I Q) -4 mi (2)-CAR AIRC- C-44 73 Lu fy- > 29 13 <L Z 4EW DRIVEWAY Q) W d) > HOU LANAI <1 (P LU % Qk (P 6 iu n E&JILI SEVDENCE 1 2540 5F HVAC w In -LJA 2x& WALL CONST. W/ 00 HARDIE 5Q. VENEER 14.1 IU =LLI (s) \!D I-- 51TE 5TORA(SE <1 ul C:UR5 LU w- w \� Z -::3 3 in I— APP R 0 V E 0 L 1XII Y OF ATLANTIC BEACH EW WALKWAY v u -A CIT Q) <1 r=NTRY MAR 01 ZOO I DUMP5TER 15' 6ETE3ACK (P g EXISTINGA/C PAD 6ILT BARRIER IF REQ'D 01 t �6 -Z 120.50' (F3Y FLAT) N 42 '204'2411 W 120.4(o ' (MEASURED) FENCELINE Cj MAM�j 0/1 RECEI ED Fro 9 2001 city of Atlantic Beach 4r pullding unq WWI AE30VE A[-.)DITION5 AND/OR REMODELING M.J.M, ENCfRoACHING ovEF, SETE3ACK LINES HA5 E3EEN GRANTED A VARIANCE AS OF Fzl ECKEP 5Y; OCT, 11 2000 E3Y THE CITY OF ATLANTIC, E3CH. M.J.U), DATE: 11-11-00 SCALE: 1/5" V- J05 NUMBER. REVISIED- 12-1-00 PWG-v NO- 114T SQ. DECORATIVE ES POSTS 42" H. (TYP) L CUSTOM RAILING (TYP) 12 3'-(o" HIGH 1/2 WALL a MIN ol ROOF STAIRS TO SUN DECK (BEYOND) SPIRAL STAIR (15EYOND) 12" HEEL PGT METAL ROOFING (PREFERED) OR ARCHITECTURAL 5HINGLE5 - OWNER TOP OF PLATE TO VERIFY .---WINDOW BEYOND 6" FASCIA (TYP) FASCIA (TYP) ®r .............. 1611 EAVE o/WANG (TYP) OL all POWER EAVE 12 O/HANG (TYP) CORNER 13OAR�P (TYP) EX16TING ROOF PITCH 12"xl2" 5Q. PECORATIVE FAUX WINDOU POSTS 42" P, (TYP) C2112± FIELD VERIFY L LOU --REP VENT TOP OF PLATE---- f 112" FLOOR THICKNESS -A CUSTOM RAILING (TYP) 4" TRIM AROUND D ALL R.O. (TYP) 41 7 PARDIE BE). VENEER (TYP) Q- 0 CQ n no nQ 12"xl2" SQ. DECORATIVE BASE BOARD (TYF-) 7 c1l CCL'5 (TYP) TOP OF MAIN HOUSEE --- E:�z�JF r --------- s TOP OF MAIN HOUSE SLA15 - HEADER eLLK 1 1% OIL 5LA5 - HEADER OLK APX. LINE OF GRADE MOO MEDODE1, r LINE OF GRADE 5TUCCO OR PAINTED FAUX WIIDOW - -i w ff FINISH ol BLOCK BEACH�HUTTER L FORMED 4 POURED CONC, =3 STEPS AS REQ'[) Z Lu Q) > Front Elevation., w CUSTOM RAILIWG (TYP) PoK p os,F I pom 12"xl2" SQ. DECORATIVE z //7F \4 POSTS 42" W, (TYP) 3'-&" HIGH 1/2 WALL 12 ol ROOF STAIRS TO SUN PECK METAL ROOFING (PREFERED) OR ARCHITECTURAL SHINGLES - OWNER To VERIFY 12" HEEL WGT \--TOP OF PLATE 12 (oll FASCIA (TYP) (oll FASCIA (TYP) (L 5" DOWER EAVE 12"xl2ll sa DECORATIVE 16" EAVE olHANG (TYP) 0 HANG (TYP) POST5 4211 H. (TYP) f.Z HARDIE 60. VENEER (TYf2l) HARDIE SD. VENEER (TY AUX WINDOW CUSTOM RAILING (TYP) IN zl� LOUVEREDVENT 4" TRIM AROUND t12" FLOOR THICKNESS TOP Or- PLATE P, 11", (—ALL RO. (TYP) N —4 —CORNER 50ARD (TYP) 10.0, CORNER E30ARD (TYP)- 4" TRIM AROUND 0- ALL F-0. (TYP) 0000 1000 7 BEACH SHUTTERS BY- BASE BOARD (TYP) — �,) 5ASE 50ARD (TYP) LL \b ol WINDOW CHECKED BY- 12"xl2" 50. DECORATIVE m.J,w, TOP OF MAIN HOUSE OIL OIL BEACH SHUTTERS c/ WIMDOWS J COL'S (TYF) TOP OF MAIN HOUSE $LAO - HEADER 5LK �A 5LAa - HEADER BLK OATEt FORMED 4 POURED CONC.-\ ZAPE STEPS AS REO'D --------Af-x. LINE Or- GRADE SCALE, 1/4 11 APX. LINE OF GF 71 -—0" 5TUCCO OR PAIRATED _j J015 NUMBERZ FINISH ol BLOCK, REV16EP: 12-1-00 fRicl it 5ide Elevation [)WG NO. %NNW OF fie 12"XI2" Sa DECORATIVE POSTS 42" H. (TYR) 3'-&" HIGH 1/2 WALL bA 0 ol ROOF STAIRS TO SUN DECK w/ HAP-PIE E3D. FINISH EA. SIDE 3'-&" HIGH 1/2 WALL ol ROOF STAIRS TO 12 SUN DECK SPIRAL STAIR 12" HEEL TOP OF PLATE fo"' FASCIA (TYR) roll FASCIA (TYP) (L ----------- 1611 EAVE olHANG (TYP) 00 6" DOWER EAVE 4 RAKE o/14ANG (TYR) HARDIE 5D. VENEER (TYf�D) --i CUSTOM RAILING (TYP) TOP OF PLATE ±12" FLOOR THICKNE,56____�_ 4" TRIM AROUND ALL R.O. (TYR) 7 CORNER E30ARD (TYR) CORNER BOARD (TYP) D 41 4" TRIM AROUND -1 ALL R.O. (TYR) 4" TRIM AROUND 7 CL ALL RO. (TYP) (L -Im FORMED I POURED CONC, .-m I BASE BOARD (TYP) c� STEPS AS REQ'P TOP OF MAIN HOUSE TOP OF MAIN HOUSE 14 OIL SLAE3 - HEADER BLK 5LA5 - HEADER E3LK APX. LINE OF GRADE ------- APX. LINE OF GRADE LSTUCCO OR PAINTED 12"A211 5Q. DEcORATIVE FINISH ol BLOCK COIL'$ (TYP) Lu fRea r leva t ion. S:__ 12"AV 5a. DECORATIVE F03T5 42" H. (TYP) Q) p FZ7 Lz;: Q CUSTOM RAILINc-s (TYR) p NQ 3'-ro" HIGH 1/2 WALL ol ROOF STAIRS To SUN DECK w/ HARDIE 12 BID FINISH EA SIDE METAL ROOFING (PREFERED) OF, ARCHITECTURAL SHINGLES - OLLNER TO VERIFY 12" HEEL HGT TOP OF PLATE ........... EXISTING ROOF PITCH 12 6/12t FIELD VERIFY roll FASCIA (TYR) 1_2 -1 9>11 FASCIA (TYP) IL 160 EAVE o/HANG, (TYP) 12 all POWER EAvE a/HANG (TYP) SPIRAL STAIR 4" TRIM AROUND PREFAeRICATED BY OTHERS ALL F-0. (TYR) FAUX WINDOW HARDIE 5D. VENEER (TYR) CORNER E30ARD (TYP) LOUVERED VENT 12 t12" FLOOR THICKNESS %5 TOP OF PLATE -A 12"AV $0. DECORATIVE COL'5 (TYP) D 511 RAI<.E CORNER E50ARD (TYF) o/HANG (TYP) FORMED 4 POURED CONC. =I(fj w DRAWN 13Y- STEP$ AS REa'D -1 BASE BOARD (TYP) MJ�m, co [=__11 TOP OF MAIN HOUSE ARDIE 50. VENEER (TYR) CHIECKEP BY: m.i.Lu. SLAB - HEADER 5LK OIL olu �V\_TOP OF MAIN HOU6E 5LAe - HEADER f5LK DATE: SrALEf APX. LINE OF GRADE APX. LINE OF GRADE 1/4 1 -011 FORMED 4 POURED CONC, L STUCCO OF, PAINTED 5TEP5 AS Rr=Q'D FINISH ol 15LOCK JOB NUM5mR,_ REVISED.- 12-1-00 Left & Ide Elevatior Dur4 No- OF TL o1ALL REMOVE EXISTING STORAGE WALLS ADDED WINDOWS NEW SPIRAL -STAIR TO COVERED DECK 4 SUN DECK --------------- REMOVE - WINr->ouz REMOVE EX15TING 5TAIGHT STAIR NEW TO COVERED DECK 4 SUN PECK ( REMODELED 5TOQE STUDY W OD rl> ) ADD WALL 4 DR5 .(2 ) CAR-GA AGE I ENCLOSE 4 EXPAND EXISTING BREEZEWAY 5' CLG� STEFVOWN STRAIGHTEN DINING UP ROOM WALL L ADDED WINDOWS 1 7 7 \7 77 5 v REMODELED ADD8 OOR DO lu KITCHEK [> al CLG. Dw LIGHTLY DASHED LINES REPRESENT WALLS TO I z 5E REMOVED IV // I LU IL a, 1-� Z Z EXPANDED LANA! 1 -4 Dt)LUNDRAFT t> ci REMODELED co-ioKro-f5'-w7--- a [ DINING ROOM x OVEN UNDER Lu STEPDOWN E3 ST I \"-,ALL NEW Vt CLG. (AFTER 5TEI'DOLLIN) CHAINGE TO FRONT NTIRY GARACiE Tue CLG. lu ADDED WINDOW ED WINDOWS REF f J1 LTI I E 'I - d — IV__ REPLACE WINDOW ALL NEW .. ALIGN STAIR WALL----,,, w/FOYER WALL 6 UP REDUCE 51ZE OF DOWN0 EX15TING EXISTING LANAI 7.7 I- IV ING ROOM E -ANor xf =o/p-Emor->ELEO Vi CLG. (AFTER STEFDOM) 717 FOYER a.-. A CLG NEW REMODELEED Lu 1 11"6 -1 . SITTING r_.> R c3li cLG. (AFTER STEFrDOWN) '4 1 Al AHU 0 REMOVE T EXISTING WINDOW I POWDER ----- I a, CLG R.EMO\//E WINDOWS i ADD NEW WINDOW ADDED WINDOW REPLACED WINDOW ALIGN FOYER WALL$ w/2NO FLOOR WALLS EX15TING A/C COM NOTES: 1)CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. 2)CONTRACTOR 5HALL FIELD VERIFY E><15TING 5TRUCTURAL, MECHANICAL, AND ELECTRICAL SYTEMS FOR ADEQUACY AND SAFETY. SYSTEMS SMALL ME UPORADED AS REQUIRED, 3)CONTRACTOR $HALL OBTAIN ALL APPLICABLE PERMITS AND FORMS REQUIRED To EXECUTE THIS PROJECT, 4)CONTRACTOR SHALL INSURE THAT ALL DEMOLITION, CONSTRUCTION, " 46 f5UILT " First Floor Plan AND RENOVATION COMPLIES WITH THE APPLICABLE CODES LEGVEND AND REGULATIONS IN EFFECT AT THE TIME OF PERMITING. EP)CONTRACTOR $HALL BE RESPONSIBLE FOR TWE COLLECTION AND D15P05AL OF ALL TRASH, DEMOLITION MATERIAL, DRAWN eY- PROPOSED AREAS TRIMMINGS, REFUSE, ETC, FROM THE SITE. TO BE ADDED ro)CONTRACTOR $HALL SAVE AND RETAIN ON SITE ANY MATERIAL, EQUIPMENT, OR ITEMS DESIRED BY THE OLLNER CAECKED 15YZ mi.w. 1)NEW CONSTRUCTION, TRIM FIN15HES, BRICK, STC., SHALL MATCH EXISTING, ANY P05515LE pIFFEFENCE6 $HALL BE BROUGHT AREAS TO BE REMOVED TO THE ATTENTION OF THR OWNER BEFORE CONSTRUCTION. DATE- 11-11-00 8)DURING DEMOLITION AND NEW CONSTUCTION, ANY UNAFFECTED AREAS SHALL BE ADEQUATELY PROTECTED FROM THE WEATHER, STUCTURAL DAMAGE, OR DAMAGE FROM NEW CONSTUCTION. SCALIE: 1/4 ,a) ANY ELECTRICAL, PLUMBING, OR HvAr- LINES To BE -07" Ai5ANF->ONIED 5AHLL 5EE TRIMMIEF-> AND CAPPED AFFECTED WALL 10)ALL AREA$ WHERE NEW ROOF MEETS EXISTING ROOF AND/OR J015 NUMBER- STUCTURE SHALL BE ADEQUATELY FLASHED AND SEALED 11) ALL NEW EXTERIOR WALLS ARE 2x& WALL-5 (UNO) 12) ALL WALL THICKNESSES ARE NOMINAL 2x4 r.411, 2x(o--ro", ETC- 12-1-00 13)CONTRACTOR SHALL FIELD DETERMINE SIZE AND allANTITY OF ALL EXTERIOR STEPS. OUG NOs 14) ALI- PLATE AND CEILING HGTS ARE TAKEN FROM THE (TOP OF) HOUSE SLA5/5LOCK AND SHALL BE FIELD VERIFIED. 15)CONTRACTOR $HALL VERIFY KITCHEN AND/OR VANITY LAYOUTS WITH DETAILS DONE 15Y OTHERS or- .9 o/ALL c 24'-6" 224-611 e- 00 1-011 11-oll T-oll al-oll 121-W 14 e- Z 21-011 -11-oll 101-011 -it-oll J op 31 -sil -611 31 C3111 41-311 VDIAM SPIRAL5TAIR - CONTRACTOR TO VERIFY RISER 4 TREAD SPECS w/ MANUFACTURER (STAIRWAYS INC, - eroS (30') SHOWN) % 11 11 Id A? (2) .30&0 Fix STUDY FORMED 4 FOURED CONC. STEPS AS a' CLG, REQUIRED 0 M -1 5UILT-IN5 mw- q fj (2) CAR GARAGE FORMED 4 POURED C14 CONC. STEPS AS Lu 6' CLG. + STEPDOUN REQUIRED 0- UP I A 4" cl DEQQE I 0 fv 11 (2) 30&WF-R DR�54 1660 Fix 3060 Fix Irog)o FIX A- j C14 3060 SH <TCHEN 12"xIV SQ. 7 COL'S (TYP) 6' CLG. LANA I Lu ff UP I I ISLAND:::) DW 1 0 LG. + I I —LINE OF CONC� z LAUNPRY I - I I _j DROPPED SOFFIT - [a 5TE0,11POLLIN 00 LU a, LINE Or FRAME. IBS�Q=ST DOWNDRAl-T .611 CLG. Z 1 21-411 11-811 1 2 Wj 14 CC-ge op w� OVEN UNDER D 21-811 31 411 A -oil FORMED 4 POURED CONC75TEP5 AS 31-311 1 11-0 WIDE WALL C:A5'5 I ZOPPED J4 _j REQUIF-ED e- SOFFIT _F OR I PHONE ----------i- I L 3060 SH 3060 S" NICHE ----------- TUB I 1 3068)5c IF9 11 z REP �) INING ROOM lu 1 3060 Fix---- IA- Vt CLG. (AFTER STEFDOWN) % % 30 R14D FIX 190 4050 SH V ( -Oil 0) 0 C4 (a 4'-1011 UP E I$TINd SIAIFZW�L� -SITTING ---------- ----------- DOLLN Vi -XI (AFTER 5TEPDOWN) '011 EXISTING 12 STIW-z _v_ x 51-01, 91 -all STAIRS 0 LINE OF CONG. '51 311 V-11" VERIFY 5ITTING WIN. 4 No K w/ OWNER Ir 11 !2 NEW P EL TO MASK AS ME C e. W/ MIRROR LINE OF FRAME. el SLOPE 6LA15 Foy (, 4z F3 `�,j TO EXTERIOR I EXISTING FIREPLACE 6' CLG 4 IBUILT-IN It FOWED 4 POURED 11-0 WIDE 7 CONG. STEPS AS I I DROPPED 3066FR R REQUIRED I I SOFFIT %D AHU x 12"AZ' SQ. I I LL POSTS 42" 1 1 ENTRY I � EXISTIWG 0 HIGH (TYP) I I W ------ 0 a' CLG + STEPPOWN ----------- 501(o TRANS 1D 2o4 SH 4050 5W I I ffft.— - _ 4--------- t t 1� A IVAV SQ. COL'S (TYP) CUSTOM RAILING FAICCOt- i=Ap NOT 1)CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS 5EFORE THE $TART OF ANY DEMOLITION OR CONSTRUCTION. 2)C TRACTOR SHALL FIELD VERIFY EX15TING STRUCTURAL, HANICAL, AND ELECTRICAL 5YTEMS FOR ADEQUACY c -3)11 SAFETY. 6Y5TEM5 $HALL BE UPGRADED AS REQUIRED. 4 o" TRACTOR SHALL 05TAIN ALL APPLICABLE PERMITS AND F 6 REQUIRED TO EXECUTE THIS PROJECT. -oil -oil a jil 41-011 -011 41-611 4)C12NTRACTOR SHALL INSURE THAT ALL DEMOLITION, CONSTRUCTION, ?r ---------7 7WE) RENOVATION COMPLIES WITH THE APPLICA15LE CODES 24'-5" 40'-ro" 44D REGULATIONS IN EFFECT AT THE TIME OF PERMITING. ;Ir 5)0',-,14TRACTOR SHALL BE RESPON6115LE FOR THE COLLECTION 5V-6"i o/ALL A140 DISP05AL OF ALL TRASH, DEMOLITION MATERIAL, DRAWN I�Ys MJ ___7*TING6, REFUSE, ETC,FROM THE SITE. 6)CONTRACTOR SHALL SAVE AND RETAIN ON SITE ANY CHr=CJI<ED MATERIAL, EQUIPMENT, OR ITEMS DESIRED BY THE OWNER. BY. m.i.ui, AREA TABULATION -1)NEW CONSTRUCTION, TRIM FIN15HES, BRICK, ETC, SHALL MATCH EXISTING, ANY P05615LE DIFFERENCE$ SHALL BE BROUGHT f, re, F I c c r IST FLOOR LIVING AREA sp. TO THE ATTENTION OF THR OWNER BEFORE CONSTRUCTION. 11-11-00 2ND FLOOR LIVING AREA 10311 sp. 6)DURING DEMOLITION AND NEW CONBTUCTION, ANY UNAFFECTED AREAS SHALL BE ADEQUATELY PROTECTED FROM THE WEATHER, TOTAL LIVING 2540) 6P, 5TUCTURAL DAMAGE, OR DAMAGE FROM NEW CON5TUCTION. SCALE- 1/4" = V-oil 'B)ANY ELECTRICAL, PLUMBING, OR HVAC LINES TO BE AEBANDONED SAALL BE TRIMMED AND CAPPED (2) CAR GARAGE FIE�3� sr-, 10)ALL AREAS WHERE NEW ROOF MEET$ EXISTING ROOF AND/OR J05 NUM5M- ENTRY la� Isp. 5TUCTURE SHALL 5E ADEQUATELY FLASHED AND SEALED LANAI 132� 6JF, 11) ALL NEW EXTERIOR WALLS ARE 2xro WALL$ (UNO) REVISED. DECK '�2! 6P. 12)ALL WALL THICKNESSES ARE NOMINAL 2x4=4",2xi2>n(o", ETC- 12-1-00 13)CONTRACTOR SHALL FIELD DETERMINE SIZE AND QUANTITY Or- TOTAL AREA UNDER ROOF 335E�, 5F. ALL EXTERIOR STEPS. DUG NOt 14)ALL PLATE AND CEILING HGT5 ARE TAKEN FROM THE (TOP OF) HOUSE SLA5/5LOCK AND SHALL BE FIELD VERIFIED. (OLD) IST FLOOP, LIVING AREA 1210 5F. 15)CONTRACTOR SHALL VERIFY KITCHEN AND/OR VANITY (OLD) 2ND FLOOR LIVING AREA 13,31 5p. LAYOUTS WITH DETAILS DONE 5Y OTHERS oF h xx Its v ---------------------- --------- --------r------T-T-1 ---------- I F-T-T-- ------- ------ -------i I I I I ( NEW SP(RAL STAIR TO I I LANAI 4 5UN DECK �j ------- lu F FIRST FLOOR WALL5 BELOW L--------zi;----- ------- L------ -----------I r L-------- ------------- tu REMODELED 'Z3 MASTER 5ATH ALIGN 5EDROOM WALL Tj w/ DINING WALL BELOW Z 9 0 //( REtMoDeLED )l lu EXPANDED cl I lu MA5TER 8' CLG- + I 4 CLG. I --y6i -I — STEFVOWN I I T LIGHTLY DASHED LINE$ uilc A I tL REPRESENT WALLS TO ---------------- - -C h STE' 5E REMOVED if I I I SHOW I L Pil lu ir L I-, 1 L----------------------------------- ------i i--------L--r------r ---------J L IT NEW WALL TO ENCLOSE F=====j------------ -----------------------F=====j--------------E=====j,------- LARGER WIC L------------ ------T-------- 0 0 ----- ----- 9 ADDED )DOOR DOWN ALIGN STAIR WAL w/ BEPROOM WAL C REMODELE REDUCE SIZE OF ( REMODELED 0 EXISTING DECK HALL 9 SITTING 71 EXISTING REMODELED W. 2 DEE)ROOM '/A =3 I 0 w *ly// w EXISTING AT REMOVE WINDOWS T/5 0 ------------ REPLACE WINDOW NQTE21�: 1)CONTRACTOR $HALL FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS BEFORE THE START Or- ANY DEMOLITION OR CONSTRUCT(ON. 2)CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL, MECHANICAL, AND ELECTRICAL SYTEM5 FOP, ADEQUACY AND SAFETY. SYSTEMS SHALL 5E UPGRADED AS REQUIRED. 3)CONTRACTOR $HALL OBTAIN ALL APPLICA51-12 PERMITS AND ,45 15UILT " 6econd Floor Plan FORMS REQUIRED TO EXECUTE THIS PROJECT. 4)CONTRACTOR SHALL INSURE THAT ALL DEMOLITION, CONSTRUCTION, AND RENOVATION COMPLIE6 WITH THE APPLICABLE CODES LIR-OkEND AND REGULATIONS IN EFFECT AT THE TIME Of: FERMITIW-a, 5)CONTIRACTOR SHALL BE RESPONSIBLE FOR THE COLLECTION AND DISPOSAL Or- ALL TRASH, DEMOLITION MATERIAL, DRAWN 5Y. PROPOSED AREAS TRIMMIW-sS, REFUSE, ETC, FROM TWE SITE. TO BE ADDED (o)CONTRACTOR SHALL SAVE AND RETAIN ON SITE ANY MATERIAL, EQUIPMENT, OR ITEMS DESIRED 5Y THE OWNER CHIEECKED BY; mi.w 1)NEW CONSTRUCTION, TRIM FINISHES, BRICK, ETC, SHALL MATCH EXISTING, ANY POSSIBLE DIFFERENCES SHALL BE BROUGHT AREAS TO eE REMOVED TO THE ATTENTION OF THR OWNER tBEFOR-FE CONSTRUCTION. DATE- 5) DURING DEMOLITION AND NEW CON5TUCTION, ANY UNAFFECTED AREAS SHALL BE ADEQUATELY PROTECTED FROM THE WEATHER, 6TUCTURAI- DAMAGE, OR DAMAGE FROM NEW CON6TUCTION. 1/411 '5) ANY ELECTRICAL, PLUMBING, OR WVAC LINES TO 15E r�tF-7* AFFECTED WALL A15ANDONED &AHLL 5E TRIMMED AND CAPPED JOB Num5r=R- 10)ALL AREAS WHERE NEW ROOF MEET$ EXISTING ROOF: AND/OR STUCTURS SHALL IBE ADEQUATELY FLASHED AND SEALED I 11) ALL NEW EXTERIOR WALL$ ARE 2x(o WALL$ (UNO) REVISED$ )2)ALL WALL THICKNESSES ARE NOMINAL 2x4-4", 2xromro", F-TC- 12-1-00 13)CONTRACTOR -SHALL FIELD DETERMINE SIZE AND QUANTITY OF ALL EXTERIOR STEPS. om No- 14)ALL PLATE AND CEILING WGTS ARE TAKEN FROM THE (TOP OF) HOUSE 6LA5/5LOCK AND $14ALL BE FIELD VERIFIED, Ir7)CONTRACTOR SHALL VERIFY KITCHEN AND/OR VANITY LAYOUT$ WITH DETAILS DONE BY OTHERS a 0(o'-a"± o/ALL 24'-5" 401-611 32'-& ol 5' DIAM SPIRAL STAIR CONTRACTOR TO VERIFY RISER 4 TREAD SPECS w/ MANUFACTURER (STAIRWAYS INC. '2165 (30') SPOWN) F F_ ;TL------7---------------T-T ------- I F_T__T_ ------- ------ ------- L F 0 I F N FIRST FLOOR WALLS BELOW _L----------- --------- ef� ------------- I 12"xl2" $0, %J I COL'5 (TYP) w -_ - L MASTER 514TH 0 F�-_ T1 CLG. COVERED I x I CUSTOM RAILING PgrK Li (2) 2668 FKT DR MASTER 151= a.c; 6TEfF'DOWN T11 I Q1 I -r----- EXISTIW3 a' cLG. q wic 11-0 WIDE DROPPED 5' CLG. SOFFIT I I NEW ACCEae THROUGH ATTIC STORAGE TO I --------- ------------------- RELOCATED WW w/ PAN C Lu IL----------------------------- -L------J I L---------I L T------T-------- - 11 L---- -------- ------------F! ------------- ------ --- ----- f f tz------ Li IL (2)2868 iFR DRS DOWN EXISTING X ILI ca all a SITTING %] HALL j CL6. III-loll 2 11 I I 21-a" A =c TF e� SLOPE �b TO EXT 0 0 EBEDROOM n VERIFY 51ITTING WIN. \D W/ OWNER EALffi 6' GLG- EXISTM, Q1 0 (4) Q, CUSTOM < rz x I RAILING x IL (D �j 50. 0 12 A2 \9 POSTS (TYP) 0 2040 SH L—J. %] .............. CO TRACTOR TO DETERMINE DECKING NOT 5: 1)CONTRACTOR SHALL FIELD VERIFY EXISTING Dimrzmsioisis AND CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. 2)C NTRACTOR SHALL FIELD VERIFY EX15TING STRUCTURAL, M=CPANICAL, AND ELECTRICAL 5YTEMS FOR ADEQUACY 11 v. 11-10 AND SAFETY. SYSTEMS SHALL BE UPGRADED AS REQUIRED. 3)C�)NTIRACTOR SHALL 05TAIN ALL APPLICABLE PERMITS AND C31-1011 51-011 -31-all al'i-oll FORMS REQUIRED TO EXECUTE T1415 PROJECT. / 21-411 21-011 -31-211 4) 2-NTRACTOR SHALL IN5URE THAT ALL DEMOLITION, CONSTRUCTION, 41 11 '1 q .44D RENOVATION COMPLIES WITH THE APPLICABLE CODE5 24'-a" 401-6" A 4D REGULATIONS IN EFFECT AT THE TIME OF PERMITING. ___5TZ6NTRACTOR SHALL BE RESPONSIBLE FOR. THE COLLECTION A qD DI5FO,5AL OF ALL TRA5H, DEMOLITION MATERIAL, DRAWN BY: o/ALL TIH-TMING6, REFUSE, ETC.,FROM THE SITE. &) CONTRACTOR SHALL SAVE AND RETAIN ON 51TE ANY MATERIAL, EQUIPMENT, OR ITEMS DESIRED BY THE OWNER, CHEC11<ED 5y- m.i.w. 1)NEW CONSTRUCTION, TRIM FINISHES, BRICK, ETC, SHALL MATCH EXISTING, ANY POSSIBLE DIFFERENCES.SHALL BE 5ROLIG"T TO THE ATTENTION OF THR OWNEIR BEFORE CONSTRUCTION. DATr=, 11-11-00 0)0URING DEMOLITION AND NEW CONSTUCTION, ANY UNAFFECTED c r n AREAS SHALL BE ADEOUATELY PROTECTED FROM THE WEATHER, -STUCTURAL DAMAGE, OR DAMAGE FROM NEW COMSTUCTION. SCALE: 1/411 5)ANY ELECTRICAL, PLUMBING, OR WVAC LINES TO BE 01, ABANDONED 5AHLL BE TRIMMED AND CAPPED JOB NUMBER. 10)ALL AREAS WHERE NEW ROOF MEETS EXISTING ROOF AND/OR STUCTURE SHALL BE ADEQUATELY FLASHED AND SEALED 11) ALL NEW EXTERIOR WALLS ARE 2x6 WALLS (UNO) REV15er.>: 12)ALL WALL THICKNE55F_5 ARE NOMINAL 2x4=4", 2x&=6,", ETC,.. 12-1=-00 13)CONTRACTOR SHALL FIELD DETERMINE SIZE AND QUANTITY OF ALL EXTERIOR $TEPS� pur4 NO: 14)ALL PLATE AND CEILING WGTS ARE TAKEN FROM THE (TOP OF) POU5E SLA5/E3LOCK AND SHALL BE FIELP VERIFIED. 15)CONTRACTOR $HALL VERIFY KITCHEN AND/OR VANITY LAYOUTS WITH E)ETAIL5 06NE BY OTHERS OF 40 d 96 ss 241-011 VDIAM SPIRAL STAIR CONTRACTOR TO VERIFY RISER 4 TREAD SPECS w ----------- ---------r I (STAIRWAYS INC, - 965 (30') SHOWN) L r-------- ------------L 17 DOWER UJALL6 TO E3E ----------L------L-----------11 r 2x4 EXTERIOR WALLS I -J I 0 -A I __0 Ito 4- r i PIGP 2x4 1/2 f�01 LL WALL w/ CAP L 41-411 21 tole FIRST FLOOR ATTIC ACCESS 0) WALL5 BELOW I& ------------ Lu _�l . I I N 11 x___-_-_ -1 I————————— cq Lij ------ ------J L-------L-__F------T_ ----------J LT------T------- W-1 I-- F-F n 0 ——— ——————-- 7_ -———————————— ————————--F I.———————————— Li NEW 5 (TYP) I�N 14"i IRS Lu Z -A () I IE LC ---RIFY D E Wit- 1 -1) < < DECKNG DETERMINED 15Y r_ 14TRACTOR 11 1% 41-011 101-411 CIA 241-511 SLOPE CUSTOM (5) 9 14, T'S To r=XT RAILING FIELD VE'RIFY NEW ) E 3 -11 111 12" F A L SE 4'-0" 5AL CUSTOM [7: RAILING 12"AV 60. POSTS T P 1)CONTRACTOR SHALL FIELD VERIFY EX15TING DIMENSIONS AND CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. 2)CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL, MECHANICAL, AND ELECTRICAL 5YTEM6 FOR ADEQUACY AND SAFETY. SYSTEMS SHALL 5E UPGRAPEID AS REQUIRED. 3)CONTRACTOR SHALL 05TAIN ALL APPLICABLE PERMITS AND FORMS REQUIRED TO EXECUTE THIS PROJECT. 4)CONTRACTOR SHALL IN5URE THAT ALLPEMOLITION, CONSTRUCTION, ANP RENOVATION COMPLIES WITH THE APPLICAESLE COPE5 AND REGULATIONS IN EFFECT AT THE TIME OF PERMITING. 50 CONTRACTOR SHALL 5E RESPONSIBLE FOR THE COLLECTION AND r_>ISPOsAL OF ALL TRASH, DrEMOLITION MATERIAL, MJJ TRIMMINGS, REFUSE, ETC,FROM THE SITE. 6)CONTRACTOR SHALL SAVE AND RETAIN ON 51TE ANY MATERIAL, EQUIPMENT, OR ITEMS DE61RE-ED BY THE OWNER CHECKED BY: 1)NEW CONSTRUCTION, TRIM FINISHES, BRICK, ETC, SHALL MATCH EXISTING, ANY f-CS515LE DIFFERENCES,SHALL BE 5ROUGWT TO THE ATTENTION OF THR OJJNER BEFORE C0N6Tf:;,UCTI0N. DATE-. 11-11-00 5)DURING DEMOLITION AND NEW CCNSTUCTION, ANY UNAFFECTEP AREAS SHALL 55 ADEQUATELY PROTECTED FROM THE WEATHER, 6TUCTURAL JDAMAC;sE, OR DAMAGE FROM NEW CONSTUCTION. SCALE- 1/4" V-0" c3)ANY ELECTRICAL, PLUMBING, OR PVAG LINES TO BE ABANDONED SAHLL BE TRIMMED AND CAPPED JOB NUMI5r=p_ 10) ALL AREAS WHERE NEW ROOF MEET5 EXISTING ROOF AND/OR STUCTURE SHALL BE ADEQUATELY FLASHED AND SEALED IV ALL NEW EXTERIOR WALLS ARE 2xg, WALLS (UNO) V ALL WALL THICKNESSES ARr= NOMINAL 2x4=4", 2xro=9,", ETC.. 13) CONTRACTOR SHALL FIELO DETERMINE SIZE AND QUANTITY OF ALL EXTERIOR STEPS. DWG No: 14) ALL PLATE AND CEILING WITS ARE TAKEN FROM THE (TOP OF) HOUSE 5LA5/15LOC-K AND SHALL BE FIELP VERIFIED. 15) CONTR4CTORSWALL VERIFY KITCHEN ANP/OR VANITY LAYOUTS WITH DETAILS DONE BY OTHERS OF ]a all all I;j gal 24'-a" 14'-ro loll 12" TURNED DOWN 5LA5 0 4t-111 SERVICE AREA - INSTA e__ (2) 04 RODS CONT. > E WN SLAB �TINT 'T 12 TU"Fzr- D)OALOL V I C:r= A RE A RODS r C(Sip_14 _0 CONTRACTOR TO VERIFY SIZE OF DROP 5LK (1) CR5 SLAB UNDER SPIRAL STAIR 4 v LANr_>ING FORMED 4 f-OURED CONC. NUMBER OF CONC STEPS NEEDED STEPS AS RE(2-D F--———————————————————————— ........t� F % WIDEN 4 TICKEN FOOTING TO 24" x 2411 x 101, DEEP LANDING w/ (2) 04 RE15AR EM. 4" CONC. ,SLA5 FORMEo 4 POURED caNc. I I STEPS AS REQ'D -JI, DROP 15LK (1) CPS a PORCH INSTALL (1) 04 ROD VVRTICAL EACH COFNER AND +0 MAX. 4511 0,C I VERIFY EXISTING OR HOOK CY INTO FTG, f 112" INTO SLAB. I PROVIDE WORKING I DOUNDRAFT CONDUIT _J' % ------------ ---- -- --------- -- -------------- % (EXISTING) ---------------- lu ------ ------------------------------------ r__ 3 V I DOWNDRAFT COOKTOP F-N - 1 OW I I WIDEN 4 TICKEN FOOTING 4 OVEN I SLOPE SLAB I I I g X 10 (I)CRS 0" CONC. HEAC)ER BLK- 0/ TO 3(oll x 3611 x 10' DEEP Z HOUSE TO EXT =_RIOR'�' & 4 CRS 8" CONC. BL< 0/ 1 1 (W:/ (3)�04 RE5AR E.W. Lu 4" CONC. SLA5 I 20" x 10" CONC. FOOTIING W1 (2) 1 1 11 1 I I I II W III LANAI I #4 IROD5 CONTINUOUS., I I I I LL7-_j I HOUSE IF 411 coNc. aLAf3 1 IL 4" CONC. SLAB VERIFY OR PROVIDE _4 I MA1 cI,I �*T APPROPRIATE ELEC. I I I I I j jjj�, CONDUITS TO ISLAND -oil 41-611 jj� FORMED 4 POURED CONC, I STEPS 4 LANDiW_s AS REQ'D It----Lj RAMovii EXISTING r-I'lU WALL ISINKI REF I ------ ----------------- I --------------------------------------- --- - -- r--- ----------- L-------j --------I ----------% 11 00 TrPICAL SLAB L�---------- ----- 1 411 CONC� SLAB w/ Lu AD f-- FIBERME5H OR &"X(o'l I I I 21-011k- I 1 10-10 WWM ol & MIL 01 X I ST ING VAPOR BARRIER ol WELL COMPACTED Q) .1'=MUOVAELLEXISTIN� 7 TERMITE TREATED FILL r--------------- E-Q&JOATION NO (EXISTING) 1) TWE CONTRACTOR SHALL BE RESPONSIBLE FOR PROJECT SAFETY r UNDER THE REOUIREMENT5 OF O.S.14A. 2) ALL WORKSSWALL BE IN STRICT COMPLIANCE WITH TWE I STANDARD BUILDING CODE AND I HOUSE ADPITIONAL COUNTY BUILDING DEPARTMENT. 1 4" CONC. SLAB INTERIOR BEARING PER FLOOR 3) STRIP TOPSOIL, TnES,STUMPS, ROOTS,ETC, FROM ALL AREAS I I I I TRU55 MANUF. MAY BE REQUIRED WWERE CONSTRUCTION WILL OCCUR UNLESS NOTIED I I I ENTRY I OTWEWISE. -+Jr I . 4)WHILE KNOWN UTILITIES ARE SHOWN, THE CONTRACTOR 1 4" CONC. SLAB MAII'GH W'OT L LT SHALL EXERCISE CAUTION WITH EARTPWORK AS UNMARKED I I I TYPICAL (2) STORY 82M FOUNDATIM UTILITIES MIGHT IBE'ENCOUNTERED. I I AHU I I 5) ALL UTILITIES 944ALL BE LOCATED AND CLEARLY MARKED SLOPE $LAB I I I (I)CR5 6" CONC. HEADER 5LK- 0/ 1 1 1 I F '-I— PRIOR TO ANY WOR< `3�,TO EXTERIOR I J CR5 5" CONC. 5LK 0/ 6)FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY 2411 x 16" CONC. FOOTING W1 (3) MATERIAL. FREE OF ROOTS, ORGANIC MATTER OR OTHER FORMED 4 POURED CONC. REMOVE EXISTING SLAB DEBRIS. 6TEP6 A$ REQ'D 04 RODS CONTINUOUS. 1)FILL SHALL BE f=LACEr-> IN 12" LOOSE LIFTS, COMPACTED TO L--- -------------------------------- S5% MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE L---------J ------------- CONTENT As DETERMINED BY ASTM 0-1551-METHOD 'A' 5) SOIL BORING TEST SHOULD BE PEWORMED BY A FLORIDA ------------------- -------------------------------------------------------- REGISTERED SOIL ENGINEER WITHIN BUILDING FOOTPRINTS, L- -------- SAME ENGINEER SHOULD CONFIRM EXCAVATION AND 'ENGINEEREo, BACKFILL REauiREr_> PSI CONCRETE AND VERIFY FOOTING DESIGN, SAME ENGINEER SHOULD APPROVE DROP BLK (1) CRS IA/C GOMPI 5ACKFILL FOR MATERIAL MAKE-UP, ENTRY N= NOT 'S z S) SOIL ENGINEERSHOULD CONDUCT SIX COMPACTION TESTS TO VERIFY ABOVE REQUIREMENTS. #3 STEEL VOWEL5 TO 5E IN5ERTEP 10" INTO EX15TING 10) INTERIOR 5EARING LOCATIONS SHOULD BE COORDINATED CONCRETE 4 20" INTO FRESH (NEW) CONCRETE. SPACE 1)C NTRACTOR SHALL FIELD VERIFY EXISTIW-3 DIMENSIONS WITH TRU66 MANur-AtTURER. C)OWEL6 1D 2411 OC (MAX) AND FILL HOLES U44ERE D CONPITION5 ]BEFORE THE START OF ANY DEMOLITION 11) PROVIDE SOIL TREATMENT AND VAPOR BARPIER5 AT ALL SLA59 DOWELING TO EX15TING CONCRETE W/ RESIN CONSTRUCTION. (INTERIOR). ADHESIVE OR EFOXY GROUT 2)CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL, M=CHANICAL, AND ELECTRICAL 6YTEMS FOR ADEQUACY A 4D SAFETY. SYSTEMS SHALL BE UPGRADED AS REQUIRED. L 3)C:;)NTIRACTOR SHALL 05TAIM ALL APPLICAIBLE PEF31ITS AND FORMS REQUIRED TO EXECUTE TWIS PROJECT. 41-011 4)C DNTRACTOR SHALL INSURE THAT ALL DEMOLITION, CONSTRUCTION, 7r A 40 RENOVATION COMPLIES WITH THE APPLICABLE CODES 24'-0" 361-19>11 A 40 REGULATIONS IN EFFECT AT THE TIME OF: PERMITING. 5) 5NTRACTOR -SHALL BE RESPONSIBLE FOR THE COLLECTION A 40 DISPOSAL OF ALL TRASW, DEMOLITION MATERIAL, DRAWN 5Y% -TOMMINGS, REFUSE, ETC, FROM THE SITE. (0 6ONTRACTOR SHALL SAVE AND RETAIN ON SITE ANY MATERIAL, EQUIPMENT, OR ITEMS DESIRED BY TWE OLLNER CWEC*�ED BY: mi.w. 1)NEW CONSTRUCTION, TRIM FINISHES, 5RICK, ETC, SHALL MATCH EXISTING, ANY POSSIBLE DIFFERENCES SHALL DE BROUGHT TO THE ATTENTION OF THR OWNER BEFORE CONSTRUCTION, DATE. 5) DURING DEMOLITION AND NEW CON5TUCTION, ANY UNAFFECTED AREAS SHALL BE ADEQUATELY PROTECTED FROM THE WEATHER, 6TUCTURAL DAMAGE, OR DAMAGE FROM NEW CON$TUCTION. SCALE- 1/411 11-011 Foundation plan "j) ANY ELECTRICAL, PLUMBING, OR WVAC LINES TO BE A15ANDONED SAWLL BE TRIMMED AND CAPPED J00 NUM5ER_ 10) ALL AREAS WHERE- NEW ROOF MEET$ EXISTING ROOF AND/OR 6TUCTURE SHALL BE ADEQUATELY FLASHED AND 8EALED 11) ALL NEW EXTERIOR WALLS ARE 2X& WALLS (UNO) REVISED: 12)ALI- WALL THICKNESSES ARE NOMINAL 2X4�4", 2x&=ro", ETC_ 12-1-00 13) CONTRACTOR 6WALL FIELD DETERMINE 51ZE AND QUANTITY OF ALL EXTERIORSTEP6. DWG NO- 14) ALL PLATE AND CEILING WGTS ARE TAKEN FROM THE eTOf- OF) HOUSE 5LA5/5LOC< AND SHALL 5E FIELD VERIFIED. 15) CONTRACTOR SHALL VERIFY KITCHEN AND/OR VANITY LAYOUTS WITH DETAILS DONE BY OTHERS 10 15 OF alit 5'-1 1/8" PLATE HGT V-1 11V' I-LATE WGT NEW 2x12=FLOOR JOISTS I) 1,5� C REMOVE EXISTING BEARING JOISTS 0 161, oc - E30TTOM a.F I WALL - EN43INEER TO VERIFY 50TTOM 5'-1 1/8" DROPPED 5EAM OF 77 1 ZZ- All I zi Zn=7m W 7T \E Y_ SPAN EX15rING 2xI2 FLOOR JOISTS 57R__dF5f E�ff 5_1�E 4m__ oul S-1 m LU -A C4 VERIFY DROPPED 5EAM/50FFIT HEAD - - - - — - - - tu SPAN EX,5T`� 2�& FLOO JOISTS 0 D 15 M .. D'zo Y RO'2PED EAP X ul HGET S/U_S`E1CI1ETNHT x - - — - — - — - -- - - -N5UJ-2x12-F6GOR . . . . . . . . . . 1114- -1-11111 NEW 2xe� FLOOR JOISTS to 16" 'TS 0 1&" OC ; JOISTS 19 16" OC - -11111 T 50TTOM 5'-1 1/8" — - — -— - Or- - TAPERED TO=EXTERIOR . . . . . . 50 T 'D . . . . . . . 50TTONQ V-1 Va"t (VERIFY i W T w SPIR L ST�IR L aT w/ SPIRAL STAIR LANDING) 00 . . . . . . . . . . . . . . . k1z, ffz z/_/z V//lev� V// OF I I I 1 1 1 IT EXISTING 2xI2 FLOOR I JOIST5 ,w V' OC - I . . . _... L ("a,5X'i BOTTOM a a'-1 1/6 a'-1 Ila" PLATE WGT C14 OIL 51-1 1/5" PLATE HGT NEW FL JSJ Bi H-At 15 \n . . . ALL PLATE WGT6. ARE TAKEN NEW 2x6 FLOOR JOISTS 10 fro" FROM THE SECOND FLOOR 8U5-FL OC - TAPERED TO EXTERIOR HANG EXISTING 2xI2 1-7 OR FROM THE TOP OF HOUSE BOTTOM im V-1 1/5"1 (VERIFY SLABABLK FLUSH BEAM EXISTING �2x12 FLOOR . . .. . . . .. .. . . . . . . . . . . . JOISTS 0 116" OC, - ------- f3OTT5ff_46'- the" ' . . .. . . . A�l x :3 EXISTING 2xI2 FLOOR JOIST$ a 16" OC - BOTTOM 61-11/511 It x _j V//1711 1//0/I r///W I REMOVE EXISTING BEARING NOTES: WALL ENGINEER TO VERIFY 1)CONTRACTOR SHALL FIELD VERIFY EXISTING DIMEN51ONS AND CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. 2)CONTRACTOR 6HALL FIELD VERIFY EX15TINO STRUCTURAL, MECHANICAL, AND ELECTRICAL SYTEMS FOR ADEQUACY AND SAFETY. SYSTEMS SHALL 15E UPGRADED AS REQUIRED. 3)CONTRACTOR $HALL 05TAIN ALL APPLICABLE FEWIT$ AND FORMS REQUIRED TO EXECUTE THIS PROJECT. 4)CONTRACTOR $HALL INSURE THAT ALL DEMOLITION, CONSTRUCTION, Fra m in AND RENOVATION COMPLIES WITH THE APPOCABLE CODES AND REGULATIONS IN EFFECT AT THE TIME OF PERMITING. 5)CONTR.ACTORaHALL 5E RESPONSIBLE FOR T14E COLLECTION AND DI$P05AL OF ALL TRA5H, DEMOLITION MATERIAL, r!R1A_W77N17�1Y1 TRIMMINGS, REFUSE, ETC, FROM THE SITE. ro)CONTRACTOR SHALL SAVE AND RETAIN ON 61TE ANY MATERIAL, EQUIPMENT, OR ITEM$ DESIRED BY THE OWNER. CHECrZED BYs M.j.Lu. 1)NEW CONSTRUCTION, TRIM FIN15HE5, BRICK, ETC, SHALL MATCH EXISTING, ANY POSSIBLE DIFFERENCES SHALL BE BROUGHT FRAMING TO THE ATTENTION OF THR OWNER 15EFORE CONSTRUCTION, 11-11-00 LIEGAEN12.1 8)DURING DEMOLITION AND NEW CONSTUCTION, ANY UNAFFECTED AREAS $HALL 15E ADEQUATELY PROTECTED FROM THE WEATHER, BEARING WALL STUCTURAL DAMAGE, OR DAMAGE FROM NEW CON5TUCTION. SCALE: 1/4 -011 (5) ANY ELECTRICAL, PLUMBING, OR HVAC LINES TO BE A15ANPONEP SAHLL BE TRIMMED AND CAPPED EX15TING MEMBERS - FIELD VERIFY 10)ALL AREAS WHERE NEW ROOF MEETS EXISTING ROOF AND/OR STUCTURE 5HALL BE ADEQUATELY FLASHED AND 5EALED NEW CONVENTIONALLY FRAMED MEM15MR, 11)ALL NEW EXTERIOR WALLS ARE 2x& WALLS (UNO) 12)ALL WALL THICKNESSES ARE NOMINAL 2x4=411, 2xro-611, ETC_ BEAMS - SIZSr_> BY ENGINEER 13)CONTRACTOR 814ALL FIELD DETERMINE SIZE AND QUANTITY OF ALI- EXTERIOR STEPS. 1:�WG NO: 14) ALL PLATE AND CEILING HGTS ARE TAKEN FROM THE (TOP OF) HEADERS - SIZED BY ENGINEER HOUSE 5LA5/5LOCK AND SHALL 15E FIELD VERIFIED. 15)CONTRACTOR SHALL VERIFY KITCHEN AND/OR VANITY LL BEAM, J015T, OR TfRU,55 HANGERS LAYOUTS WITH DETAILS PONE 5Y OTHERS OF Immy-ArriiCAAMINILATM24 AWA QNAUL&D2A a In Ventilation of Attic ac's I�For 53able and hippezoof,5 ventilation shall be provided to furn CrO66 vent1latlon or each separate attic 6 pace with weather protected vento.All vents shall be licraenec;�l to protart the Interior from intrusion of birds.The ratio of total not Free ventilatiro area to the area of the colling III "If bo not leso than 1/150s That ratio ma�be reduced to 1/300 providcadt jig 1.A vapor retaroler I-Avine a parmcanc4!�not exceeding one tthe warm side of the ceiling,or he required ventilation area Is Provided ventilator I ted in thee portion of the apace to UP= bL11.ventilated ( at least.3 ft,15 4 mm,above eava or corner vents)with the balance of the requirod, v,�ntllatlon provided be eave or corner vents. 8 110a.1.3 All OPdrilAgs Into the attic space of aN habitable buildine shall be I cover cl with screening hardware cloth or equivalent to prevent the entr4 or squirrels,rodents,etc.Thsopcmfrlas therein sh�ill not excee;d 1/4 Inch min). birds,* *8 HVAr_ 2540 re footacle Garagce 553 ua,.l,footQ� .T t ,, 30IB3 T al attic 5q. Ft. -NM 300 1031 10.31 x 5.155 6quare footage rx5rt CONTRACTOR TO FIELD N"area raq'd DETERMINE DOWER PLATE5 Noce VAML taffidadima(per manufacture) *-0" vent-provIda,5 10 sqft.net free space oL IV-111t WALL WaT (01-011 vont-provfdea 15 eq.rt.nst free space W-0.1 vent-provides 2.0 6q.Ft.not Free space lift"R1111*91:111111d EXISTING ROOF W/ (2/121 OIL 131-1 1/8" PLATE W-%T la'-2 1/4" O/ALL WALL WGT (FIELD VERIFY))OL W 4'-0" vents I sq,ft = .3 4L 61-1 1/5" PLATE HGT PITCI4 - FIELD VERIFY (2)0-0" vwt& f4i oqrt. . B 8�'-I 115" PLATE HGT (0)V-01 vents 2 6cl.ft. 40 + 12" FLOOR THICKNESS Total 6q.ft.nat Fre,* + 6'-1 1/0" PLATE 14GT area provided + 12" KNEE WALL (FIELD VERIFY) 16'-2 1/4" O/ALL WALL I4GT ------------------- ---- ----------- ----------- 'IF 6'-1 1/8" PLATE W:;T -------- ------ + 12" FLOOR THICKNE55 —————- —————-- ———T—T I —————————————————- ————-- I I _T_T__ I I I I CONTRACTOR TO ADJUST KNEE 77777! + &'-] 1/5" PLATE WaT I I I I I I + 12" TRUS5 HEEL I I I WALL HGT TO ALIGN FASCIA FIR iii, L O�� ALL RAKE OVERHANGS ARE 5" FROM OUTSIDE 4' VENT III FACE OF FRAME III EITHER 11 -116" TJI'$ (55 $P) 111 0 12" OC, OR FLOOR TRU55EF7 r-------- PER MANUFACTURERS SPECS I I I BOTTOM f 6'-1 Ila" ABOVE -------_1 SECOND FLOOR SUB-FLOOR ENGINEER TO VERIFY DORMER EAVF_ 4 RAKE --------- 0" o/HANG ol HANGS ARE 5" FROM OUTSIDE FACE OF FRAME r I I if TOP OF: BEAM to 1 16'-2 1141" ABOVE SLAB ———————————- 0 0-2 1/4" o1ALL WALL WGT 6'-1 116" PLATE HGT + 12" FLOOR THICKNESS + 12" TRUSS HEEL I fill M 4 &'-1 1/6" PLATE HGT DORMER PITCH TO MATCH 11 2xb RCOF RAFTERS is, 2411 O.C. EXISTING GARAGE I I 1 4-- ROOF PITCH I F-I Ti LU 11 4' VENT I(_ -) III I I ALL PLATE HGT5. ARE TAKEN FROM THE SECOND FLOOR SUB-FL I rk LLI _j Li OR FROM THE TOP OF HOUSE c-----n I i SLAB/BLK I r-,r FIRST FLOOR I I TRAC CON_r:TOR TO FRAME WALLS 13ELOW 1 �I��11 11.11, C(o=HANG "TAILS" TO EX15TIW-3 ROOF: tu rL -------------17===_�jj T LU L12 h ca PROVIDE CRICKET$ 5Y STAIR WALLS L TO SCUPPER UNDER WALKWAY ----------------- ------J L-------I ---------J L ------ 1 ---------------------- ------------ 2 A 2XIO FLOOR JOIST$ SEE SUN DECK PLAN 4 s 2411 O.C, TOP is DETAILS FOR THIS AREA OL &-1 1/6" PLATE W_%T 25'-6"t A15OVE SLAB OL 81-1 11611 PLATE WST lit 13'-Pt WALL W_4T 0 Ilk J ��T k_ i i 4 - P __I - I IT j 7 : T_: Tl IT III ln iV NT� ALL EAVE OVERHANGS CONTRACTOR TO FIELD ARE 1'-4" FROM OUTSIDE DETERMINE DORMER PLATES FACE OF FRAME (UN.0) NEW FALSE 5AL!L,�Y ALL ROOF PITCHES ARE 1/12 (UN.O.) DECKING BY CONTRACTOR fill I I I 16'-2 1/4" o1ALL WALL HGT OL &'-1 1/5" PLATE WGT 16'-2 1/4" o/ALL WALL HGT 12" FLOOR THICKNESS nil I I I I � 1 I : I I + 12" FLOOR THICKNESS T V-1 1/5" I-LATE W.*T .00 &'-1 1/5" PLATE WGT + 12" TRU56 HEEL + 8'-1 1/8" PLATE HGT + 1211 TRU55 HEEL EITHER 11 I/a" TJI'5 (5-5 5P) 2X5 ROOF RAFTERS NOTIES: 10 12" O(:�OR FLOOR TRUSSE6 6 24" O�G. _1$ 15'-2 1/411 o1ALL WALL WGT (FIELD VERIFY) PER MA UFACTURERS SPECS 1)CONTRACTOR $14ALL FIELD VERIFY EXISTING DIMENSIONS 1 51-1 1/51, PLATE HGT 50TTOM 0 &'-1 1/6" ABOVE AND CONDITIONS BEFORE THE START Or- ANY DEMOLITION + 1211 FLOOR TWICKNE56 SECOND FLOOR SU13-FLOOR OR CONSTRUCTION. + 8'-1 1/5" PLATE WGT ENGINEER TO VERIFY 2)CONTRACTOR $14ALL FIELD VERIFY EXISTING STRUCTURAL, + 12" KNEE WALL (FIELD VERIFY) MECHANICAL, AND ELECTRICAL SYTEMS FOR ADEQUACY AND 5AFETY. SYSTEM$ SHALL BE UPGRADED AS REQUIRED. 3)CONTRACTOR $14ALL 05TAIN ALL APPLICABLE PERMITS AND FORMS REQUIRED TO EXECUTE THIS PROJECT. CONTRACTOR TO ADJUST KNEE 4)CONTRACTOR SHALL INSURE THAT ALL DEMOLITION, CONSTRUCTION, WALL WST TO ALIGN FASCIA = APPLICABLE CODES OTE: AND RENOVATION COMPLIES WITH, THE AND REGULATIONS IN EFFECT AT T14E TIME OF: PERMITING. ALL ROOF FRAMING TO BE PRE-MANUFACTURED 5)CONTRACTOR SHALL 15E RESPON51BLE FOR THE COLLECTION ROOF TRUSSES - TO BE INSTALLED PER ANP DISPOSAL OFALL TRASH, DEMOLITION MATERIAL, DRAWN 15Y- Kim. MANUFACTURERS SPECIFICATIONS (U.N.O.) TRIMMINGS, REFUSE, ETC,FROM THE SITE. 6)CONTRACTORSHALL SAVE AND RETAIN ON SITE ANY MATERIAL, EQUIPMENT, OF, ITEMS DEsIOzEr) BY THE OWNER C14ECKED BY: m.j.uj. 1)NEW CONSTRUCTION, TRIM FINISHES, BRICK, ETC, $HALL MATCH EXISTING, ANY POSSIBLE DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THR OWNER BEFORE CONSTRUCTION. ATIEs 11-11-00 FQQF FgAmlhra LEGEND: 5)DURING DEMOLITION AND NEW CONSTUCTION, ANY UNAFFECTED AREAS SHALL DE ADEOUATELY PROTECTED FROM THE WEATHER, ROOF VENT STUCTURAL DAMAGE, OR DAMAGE FROM NEW CONSTUCTION. 1/411 11-011 '-3)ANY ELECTRICAL,PLUMBING, OR WVAC LINES TO BE A15ANDONED SAWLL BE TRIMMED AND CAPPED J05 NUMIIBER� GIR'DER TRU56 - PER MANUFACTURERS SPECS 10)ALL AREAS WHERE NEW ROOF: MEET$ EXISTING ROOF AND/OR $TUCTURE $HALL BE ADEQUATELY r-LASWED AND 6EALEP — - — CONVENTIONALLY FRAMED MEMi3ER 11)ALL NEW EXTERIOR WALLS ARE 2xro WALLS (UNO) FZEVI5ED- 12)ALL WALL THICKNE55ES ARE NOMINAL 2x4-411, 2x(o a ro", ETC_ 12-1-00 BEAMS - SIZED BY ENGINEER 13)CONTRACTOR $14ALL FIELD DETERMINE SIZE AND QUANTITY OF ALL EXTERIOR STEPS. DWG NO; WEAPER6 - SIZEP BY ENGINEER 14)ALL PLATE AND CEILING WGTS ARE TAKEN FROM THE (TOP OF) HOUSE 6LA5/5LOCK AND SHALL BE FIELD VERIFIED. 15)CONTRACTOR SHALL VERIFY KITCHEN AND/OR VANITY LL BEAM, J015T, OR TRUS5 HANGERE, LAYOUTS WITH DETAILS PONE BY OTHERS 12 15 OF IS METAL ROOFING PRIFFERED OR ARCHICTECTURAL a INGLE5 - VERIFY WITH OWNER ME,TAL ROOFIW-s FIZIEFERED OR ACHITECTURAL IINGLES - VERIFY WITH OWNER FELT FELT /16 0613 SHEATHIWG W1 PLYCLIPS Illeo 055 SHEATHIW-i W/ PLYCLIP5 2x RAFTERS OR ROOF TRL*$E5 BY MANUFACTURERS fia PEC�5 - SEE FRAMIW3 PLAN FOR LOCATION 2x IRLAFTERS OR ROOF: TRUSSES 5Y MANUFACTURERS Its, I Z-4 "I t2 R-30 CEILIW-s INSULATION W/ SPIEC-9 - SEE FRAMING PLAN FOR LOCATION -j! TO MAINTAIN AIR $PACE 12 R-'30 CEILING INSULATION W1 2X CLG JSTS OR TRU58'�IE5 BY MANUFACTURERS BkFFELS TO MAINTAIN AIR SPACE 0 SPECS - SEE FRAMM PLAN FOR LOCATION 2x ,CLG JST5 OR TRUSSES BY MANUFACTURERS Qonnono METAL HURRICANE CLIFIS 0 EACH RAFTER SF`�ECS - SEE FRAMW-s PLAN FOR LOCATION () AMHH —(Wr= TIE DOWN SC-HEDULE) MEITAL HURRICANE CLIPS 19 EACH RAFTER z TAL DRIP EDGE (Sr=E TIE DOWN SCHEDULE) 5/61, GYP 50 CLGS/ Ix4 PRESS TREATED DRIP goo nnnnn- 12 TRUSS HEEL OR KNEE WALL URY )( 3( V )( V / (2)NO2 SYP FOR TOP PLATES x& FASCIA (PO-AVaLy CEDAR) 'TAL DRIP EDGE (D PLATE TO STUD STRAP a 32" O.C/ ff! EXPOSED RAFTER OR TRUSS TAILS X4- PRESS TREATED DRIP lu CONTINUOUS SRCEEN15D VENT rVall GYP op CI-GS xa FASCIA 0*058151LY CEDAR) (2)NO2 SYP FOR TOP PLATES' EXI[PO&ED RAFTER OR TRAJSS TAILS PLATE TO STUD STRAP 0 32 COPNTINUOU5 SRCEENED VENT HARDIE BD 5101W-i 440WE WRAP PLATE TO STUD 6TRAPs 32" O.C. -1/1611 O&B SHEATHING cl 2x6 STUDS a 1611 O.C. Lu 4" comr- SLA15 (2500 P81 W1 F15ERMESH) -1"B BLANKET INSULATION MIL V4 '/211 GYP 5D. ON WALLS 9 2xib PRESS TREATED WOOD SILL 01 SILL SEALER (L 2xa WOOD STUD Iro" O-C, S x 2x6& 5TM PLATE N X%x 2"XIO" ANCHOR i3OLTS a 32" Or-, /2"x2"xl/s" WASHER U:��(GLLUE AND NAILED) "�/xn F, CLEAN WELL COMPACTED -"'�LOPE GRADE AWAY ALL 5IDE6 3/4�" T4G PLY'WD SU15FLOOR TERMITE TREATED FILL 242 FLOOR JOISTS (1) CRS 8" HEADER BLOCK 0/ 2x):2 BAND BOARD CR$ 5" C4:;IqC. 15LK (1) 04 VERTICAL FWD R-Ille INSULATION 0 DAND ALL CORNER5 (FILL CELLS 20"XIO" CAONG.FrG (2500 P84)W/ WITH GROUT) 4 is 45" O.C. 5/8" GYP 50 ON (2) 04 CONTINUOUS RODS ALL CEILIN6,55 HOOK c3" INTO FrG. 4 12" INTO SLAB (2.NO.2 e.Y.P.FOR TOP PLATE 5 2011: STUD TO FLOOR TO STUD STRAP 0 32" O�C. �u z TYPICAL, ExT., wAl-L 5ECTION -HAlkROIE E30 Slr,)IW-i lu WOKZE WRAP —1/16" 080 SH"t--ATHING PLATE TO STUD STRAP is 3211 O.C. 2x6 STUDS * 161, O.C. lu 0- 4" CONC SLA5 (2500 "1 W/ FIOERMESH) -IIc3 BLANKET INSULATION 1/2" GY10 50. COR WALL$ MIL V-5 3'--ro" HIGH 2x4 1/2 2xgrp PRESS TRr=AIT--r.> WOOD SILL Lu WA%LL w/ PT 2x(o CAP 4 0/ 51LLWALER HARDIE 5D SIDING h'',�s� NN v ";xlO" ANCHOR 130LTS 0 3211 O.C. lll/2"'x2"x'/a" WASHER OR TREADED WALL sysTrzm CLEAN WELL COMPACTED =NTRACTOR TO PROPERLY TEWITE TREATED FILL GRADE AWAY ALL SIDES FL-ASH, 5EAL, AND OTHERWISE DPRAIN INSIDE FACE OF WALLS (1) CR5 5" HEADER 5LOCK 0/ CR6 6" CONC.5LK. (1) 04 VEI;ZrlrAL ROD ALL C4*NERS (FILL CELLS =NTRACTOR TO DETERtlINE WITH GROUT) 4 o 4all oc. 24"Ab" CMC.FTG (2500 PSI) W/ DFEc<ING - ON SINGLE PLY HOOK 'B" INTO Fra 4 12" INTO (3)04 CONTINUOUS ROD$ WATERPROOF MEMBRANE ON SLA5 3/1411 PLYWOOD DECK (TYP.) 2411 - ON STAIRS, WALKWAY, AND SUNDECK - SLOPE To EXT L (2) STORY FRAME WALKWAY 411 (MIN) ABOVE TYPICAL EXT. TION AFFECTED ROOF TO ALLOW FOR 5CALEs SCUPPER CLEARANCE OUTLINES OF CRICKETS ---GIfRDEfR TRUSSES E3Y OTHERS CONTRACTOR TO FIELD VERIFY NUMaER 4 81ZE OF P-15ERS, 4 METAL 5CUFFEfR NUMeER OF a 1/211 TREAr-* --- (FLASHED PROPERLY) 6TRINGER6 To BE (2) 2xl2'5 FRAME OUT FOR 2' WIDE SCUPFER To RUN UNDER WALKWAY (FIELD VERIFY) 12 SPIRAL STAIR LANDING (5Y OTHERS) 000000000- 4" CONC. 55LA5 (2500 P51 W/ DRAWN 5Y- (2)04 CON71T. RODS (ON CHAIRS) N.j 2xro EXTERIOR WALLS Z/>'% ----.CLEAN WEL.L COMPACTED CHECKED BY. 12" TERMITE TReEATED FILL DATE. 11-11-00 TUERNE12--22UN 1==PGE PETYAl L SCALIE: 6EE TYP. WALL SECTION FOR 5CALEs 1/2"-1'-0" MORE FRAMING DETAILS IJ05 NUI-eER! REVISED, 12-1-00 5UN DECK DETAIL SC:Ad-E-. 1/2" = V-0" DUrUF NO- OF Jill: 01 up NEW &T NEW WP WP 8T NEW ( NE Q) (2) CA a' CLG. + STEPDOWN I WP c1po NEW &6) ---- ---- UP KITCHEN 0 NEW 6' CLG- c+1 TO FRONT LAUNPRY Q) OW FLOODS NEW 8' CLG. + ,5TEPDOWN > LANAI DOWNDRAFT COOKTOP I w/ OVEN UNDER I IbIt CLG. + cl a 6TEPDCWN ------ TO P055IBLE 0 UNDER COUNTER LTS 'LG' c r D ArT COOKTOF P7 R U w/ O�N NDER IE I NEW VERIFY-w/ OWNER I g===== ( NEW ) I - -------- -15RKF5T tu a' cLG. .=6(0-,T0 POSSIBLE IRRIGATION SYSTEM 6PI CA REF P IN ING R TO REAR wP VERIFY w/ OWNER FLOODS WFI qp -Tr Fq 4 13't CLG. (Ar =R STEFDOWN) Eu I -- 2 1 to I'VE— g) To LIGHTING Ae�%/U- 1�4 I 4E Q) 4 UP 15TINC- SIAIFW�E LL, NEW A:: T 7------ d 6 DOWN EXISTING UA= Q EXISTING � 5TAIR5 EXISTING I I TO FRONT FLOODS TO LANDSCAPE LIGHTING NEW 4PE --11 11/ PANE AHU NEW ) NE ELECTFRICt4L LEGEND ENTRY FOYER I Q) EX15TING I 110v DUPLEX RCPT.- SMOKE DETECTOR a' CLG + a, cLG ------ 5TEPDOUJN w NUMIBER INDIG. HGT, ,AFP. PUSH BLITTON, ----------- 110v I SIDE SWITCHED 0000 CHIMES w WEATHER PROOF OUTLET % 6FEAKER m 110 FLOOR OUTLET INTERCOM STATION AIC COM Ilov OUTLET ON GROUND INTERCOM PANEL FAULT CIRCUIT 220v OUTLET (D VOLUME CONTROL too GARAGE DOOR OPENER TWO WAY SWITCH To DEDICATED OUTLET THREE WAY SWITCH 0 JUNCTION BOX FOUR WAY SWITCH (V EXHAUST FAN SWITCH w/ DIMMER EXHAUST FANLIGHT SWITCH IN DOOR JAM CEILING MT'D LIGHT Or CEILING FAN PFZE-WIFZE DRAWN ]BY- MJ�m. WALL MT'r.> LIGHT FLOOD LIGHT CHECKED 15Yz mjiu. RECESSED LIGHT FLUORESCENT FIXTURE DATE; RECESSED EYEBALL TUBE LIGHT First Floor Electrical Plan. 11-11-00 RECESSED MOISTURE c:;Zm PANEL ACALE- 1/4" = V-011 PROOF LIGHT -NOT -ONCE ice NUM5ER. WALL Sr + CEILING FAN CONTRACTOR SHALL VERIFY v TELEPHONE OUTLET PLAN5 WITH OWNERS 1qk TELEPHONE MODEM LINE + CEILING FAN/LIGWT 12-1-00 TELEPHONE FLOOR OUTLET CABLE TV OUTLET TRACK LIGHT DWc-s NO: (D THERMOSTAT 0— KEYPAD 14 OF 15 rj Id rd 19 a A F ------------------------------------1 F- --------- ------T-T-1 F-T-T -------L.L------L------- L ——————— UP F?::------4 N FIRST FLOOR WALLS BELOW ---_L L--------- 1 1 ------ ---- ------- ------------------ -----------I r -------- ------------ NEW I ILI ff MAsiMfg T,I 15ATH z lu NEW > EXISTING u -4 rF, Ti MASTEE 12E 3: 1 4 1 REAP, rL F OOD6 4. I T C I 5TEFIDOWR L G ------------- Lu ----------------- ILLI�l lu CD IL————————————————————————————— ——————J L——————— —————————J L T——————T--——————— V_ Qa L———————————-- -————————————————————-- —————————————F===f!-——————— Dc WN L Z EX15T'ING To SLLITCH w/ ACCEF��TION OF BELOV -------- PROVIDE JUNCTION BOX NEW F�: FOR WH IN ATTIC HALL 6' CLG. 21 EXISTING NEW ) - 0 FALSE 5ALCONY EXISTING I EXISTI I I ELECTRICAL LEGEND ---------- If0v DUPLEX RCf*T- SMOKE DETECTOR I NUMBER IND IG. WxT- Ar-P. G PUSH BUTTON 110v I 51DE SWITCHED OCOD CHIMES Twp WEATHER PROOF OUTLET 0 SPEAKER m 110 FLOOR OUTLET 51 INTERCOM STATION 110v OUTLET CN <SROUND Rl INTERCOM PANEL FAULT CIRCUIT 220v OUTLET 0 VOLUME CONTROL Two GARAGE DOOR OPENER TWO WAY SWITCH t DEDICATED OUT LET THREE WAY SWITCH a) JUNCTION 5OX FOUR WAY SWITCH EXHAUST PAN SWITCH wl DIMMER EXHAUST FANLIGHT SWITCH IN DOOR JAM CEILING MT'D LIGHT Or CEILING PAN PRE-WIRE DRAWN 5Y- WALL MTV LIGHT FLOOD LIGHT CHECKED BY; m.i.w. FMCESSED LIGHT FLUORESCENT FIXTURE RECE55ED EYE15ALL TUBE L IGHT 5econd Floor Electrical Plan DATE, cZR7::I PANEL RECE55ED MOISTURE SCALE- PROOF LIGHT . NOTE: 1/4 V-0 WALL SCONCE + CEILING PAN CONTRACTOR SHALL VERIFY J05 NUM5m_ TELEPHONE OUTLET PLANS WITH OWNERS 71 TELEPHONE MODEM LINE + CEILING FAN/LIGHT REVI$ED, 12-1-00 m TELEPHONE FLOOR OUTLET CABLE TV OUTLET TRACK LIGHT DULIG NO-. THERMOSTAT 0— KEYPAD OF inq�iv Lxoci3 31mioNoo SWISIX3 01 C.7m 3tjM .S3Wt-j 04V (XVIW.) '-')0 uVC 9-13WO ---U�S:NOO M3N) HSM:W OIN -OC f 3g 01 slawa -13tlso ONUSIX3 OIN (331ZOGN -7 - - --------------------------------- ------------ ---- dc No, r I------------------- ---------------11 --------- Ol c- 'SlIor"140:) sclow r's "OV400 a3mod r crmmo.4 M /M SNIOOzi *VNO::) dA x Art lie /0 xm lz"n WMGLX3 01 le GN�3(1) WV-m ajo-v nw �7 FERIVEMOR Mai I 'VNOO all IV c3buw3w 39 JLVW Aww ssrau bloo-M vNwrag bloWRIM aeno" L----- ---J Bill-mm /0 Z!GRAfrg NOcWA -nw 9 /0 I'm 01-01 09XN9 W H9m4s3Q:f /M orw *::)t� at Jul IL ----------------------------- -- ---------- ------------- -------------- --- ------------- Sim I J— XMISIX3 wm sy SEN gems I "-Moo (mwm oi spnoNco wp� 10 LVW J--W3A --+a= air W-1 m I air rill- oli sc --------- --- -- t 4`1 u rr I SM3j.X3 OJL I I I I I I N3AO v 1 -41 GVIS 3JOW I L I I M4 I a I I CIOI>10= I r I I I levwdmloc I L I L4tj ------------ ------------------ ------ ----------- --1- ------ T--T--lr=l ------------ ------------ r--------------------- -1 -------------- I I I lirpaNOV lx-"Clt-� I --L-4-L I blo q>QjqjX3 ,kAN3A H::� SVM� a-IV scis.�c ADDED WND046 NEW 6MRAL STA"It TO PLAX NO. 10 WVWRW DECK 4 ftN MCK A op RMIOVE '--'W*c)0u* 01 u a 'a STUDY /* CO V CL& 01 ADD WALL 41 VM '0" 71W APA RATED SHEATHING M407 W/ Sd MAILS AT 6' O.C_ ON EDGES F-4 NO Ir OZ_ 04 INTERMEDIATE FRAMING 00, HIAI t PRE-ENGINEERED ROOF TRUSSES AT 24' O.C_ AVCW WW4040M ax ruR upurT <-aM@ HANCANE CLIP 9 CIL TUM LWATIEW OT WMCM Z11-4 000 TWU TIE TO IFWL CDWWTM QMW CeLm USE-0)WILL"W 0-fhft W=<-3W 1�_ '0'oe F-I USE, C2)MCPLLP.A W yyyyyyyyyy 0_60S rm<-Ism USE- Q)NCPLLAA W 9-Gkft*COD) RTUPWWAMWIR ig—T Wl 4 -OWS F0t 4-16M USE, CD OGT W 19 -IU4* CASE NOW p0XS rl CLca' EMIL 2X4 *a&-P%WC TtV PLATE L 0A6WW LP4M WALL&TO aPTm a 0 e.0 LR3 @ W O.C. CUNM PMOYED HLOWICNIE CLIP 6 EA.TOM LWATMN&OT SPX9G 0 Tlh= Tx To rTQ cmWcrzim am USE-(D NCPLLAJt wt a-w*raR(-51as USE-CD NCPLL&a W/a-jWs FOR<_ 0 USE-CD OICPLLAJt V/0 -We * CD*TPWAW W 4-16aft rM<-K.258 USE- Ct) QGT W 18 -W48 CASE HAROD FOR UPLIFT<-2600a 3W Ta PLWmm SLW%= aW Ws a 64=am wl ac a advocum ram" ALrjN STAR JJIAI I WL 2X4 de-P2WE TOP PLAVE W/FOYlER (1) TPP4 32' ELQ OPTEN aw OR CI)RTPC"16 0 3r M 0=50 STW llgl�SXM 2md 9/11-mWe 0 xr mc o7Y Ot 0)KWGAa3g W113-Nes FLOM TRL= 0ez =L TOP PLATE OPTIONAL 42 Wr T&G PLTW= 10 f ZI u to 7y sm W oft on to= 'ISE VeO ALL THREM FOYER so Ir a 77 STUD Ist-STIM 2ad(I)IM30 %_ - CLG WIll-Wo 0 3r QLC. 01 1 6 - W Oft(1)RWGABX W/13-lw—,\ z E_ FLOM T�mism Ix cn OPTIUM 81 IF LB3 @ 6' D.C. CuNM z I/e' DIA. X Ir LONG ANCHOR B v/ 2 x 2 x wir wAsHats ellt! oc. c IYP, 2-STORY WALL SECTION I BEAMS U (1) LB3 OR CD Ire ALLTHWAD VILL cn W COUNT AS ONE ANCHOR NXT 000,/// F040YE Z Z /10 // 0 CNITLrVER WTTM PLATE OVER EXE Or 3LAW Ire AM CRIEW S13M 3- -- -------- IELW 3DTIM CIF PLATE GRAK TO ME W WL mm mUTT[M or Z� 10" THICK BY 20' WME Plan Revisiom FOOTWG W/ (2) 1 5 BARS UX rMOMATOW PLAN FW ILM AND F=ING KTAM OR (3) 1 4 BARS 649me evz 4 (2)xx vAr K" TV am WTram F011M 111AI ALMIN AUIC TYP_ 2-STORY WALL SECTION FLCOR New Plan Date 01/15/2001 7YP. COX141 ;4 ,20 BY: CTB SHEU NO. S—la _j SCHEDULED INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as fol ows: I 1 Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover-up oil building, use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc.) 5. Insulation 6. Final Inspection 7. Drainage Inspection 8. Finish Floor elevation survey/Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until buildifig card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is tile responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of $15.00 is charged for all reinspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are tile responsibility of the horneowners association. NOTE NEW CONFIGURATION r NEW 2040 WINDOWS 0 EXISTING BEDROOM LOW WALL H 0 U S E E X I S T I N G REMOVE EXISTING fflww ExIsym S.G.D. & WALL S.G.D. AND REFINISH OFF OPENING 2'6 ri 6= --2X8 -wu- 4# 3t .03 L U > w ceil. ceil. Z I I I fan fan EXISTING UPPER EXISTING EXISTING DECK STAIR EXISTING GROUND STAIR SUPPORTED LOWER NEW STUDY NEW FLORIDA ROOM DECK db r 3050 3060 3060 3060 5%4 3050 3050 3050 r—Ir MIN. C. �'�EXISIING 6XIS COLS TO REMAIN E—)CIS—TING— DECK AS REOUIRED 3'-4r UP-mZ LINE W/ BELOW 4V-fL Lai S E C 0 N D F L 0 0 IF I R S T F L 0 0 R BACK YARD REAR PROPERTY LINE 5Lr d Sbeawals naled at 6.O.C.an edges and V,O.C.on intennedWe GuPPOds 10h 8 common nalls. EXISTING FOUNDATION shearwaft flailed at S4 O-C-On edg"CMd 12"ox.an Intermediate GWPOO with 8d common nab. 4- CONC. SLAB W/ exe 10/10 W.W.M. ON VISQUEEN APPROVED r'n r.%O" I 1 11 OP OF ATLANTIC OWN CONC. FTG. + W/ (2) # VS ADDRESS: CT 15 1997 8r 13LOCK FOUNDATION 66 DEWEES AVENUE 601 WALL — SEE SECTION ATLANTIC BEACHO FOR FILUM CELLS FLORIDA r-----I -4-1* MIN. SPACE OL I I BTWN. EXISTING I P.T. WOOD POST AND NEW CONC. FOUNDATION F L 0 0 R & FOUNDATION PLANS EXISTING P.T. 6XG POIS I AND CONC. PADS TO REMAIN PAP So'00`1441' RECEIVED sum 1/4! - 1'—Cr MM wf i I M G I L L I A M mom 8/31/97 i emu wmm 904 249 0072 nr.T 1 1997 ADDITION TO THE DIMOUSH RESIDENCE CRY Of Atlantic Beach F 0 U N D A T 1 0 N P L A N Building and Zoning 9 ATLANTIC BEACH . FLORIDA 1100111111141 MA11111111111 OF ONE -1lVi-K ONJcJdV�JiS �J�IOVIH �VOlcl)d (W3ldAi) .*Z iv i!—VJ NO 10*0 Z;! iv SI'10e NOHONV .0 L X, C/I scinis ONIM JO Z i NIHJJM 38 Ism SIIOG 80HONV cinis SNIM ONV 11018 N33KOB 'INOO 38 Ism 31YId 'scinis ONIN 30 301S H3HlJ3 IV (13MOI 3B AVA SDOG 80HOW :SMON (ONn) 5NlddVHiS -IV31dkL :310N ZE TV 9/tdd.L riolioe aw dOl 9/iddL (Z) 3sn HIOIM L 01 .9 SONIN3dQ rioi-LO13 CIW dOl 9/*ddi (L) 3sn Hiaim 9 01 SONIN3dO :310N FIBERGLASS SHINGLES ON EXISTING 15# FELT CHIMNEY 7/1 Or OSS SHEATH. ANOD. ALUM. NEW SHINGLE STAGGER JOINTS - ROOF VENT SHED ROOF INSTALL PER CODE W/ 12 000"' 2X6 RAFTERS 0 EXISTING B.U. ROOM MEL SPACERS & 8d NAILS 2'-d' 24! O.C. r O.C. (IC D.C. WIN 4- OF GABLE ENDS) AT ALL SUPPORTS EXISTING EAVE 2X8 COL JOIST 0 2r O.C. ................ ANOO. ALUM. DRIP EllkTT- INSUL P.T. I X2 P.T. 2X6 FASCIA SEW90:44**HURRICANE ANCHOR W/.OW OWLS ~UPLIFT) r DIAMOND SREENED 8) 750 VENT 0 2,C O.C. - I I i LL] 2) 2�x4 51 P EXISTING DECK go RAILING 2X4 BLOCKING CUT 8 %,I%Mco Tfjp4e 3.%ll*L 0 PLYWOOD JOINT - - - - - - 2X4 STU DS 0 ZC O.C. -T 111 STRUCTURAL PLYWOOD No-2 so- Or ser SHEATHING - INSTALL PER CODE W/ 6d NAILS 0 4! O.C. 0 EDGES AND Ir D.C. ALL OTHER SUPPORTS U.0.AJ. BATT. INSULATION IL 11 If 11 -11 11 11 11 11- EXtSTING P.T. WOOD DECK T-111 NEW EXISTING 3/4! PLYWOOD FLOOR ON WOOD BLOCKING TO BE S 0 U T H (REAR) E L E V A T 1 0 N FLUSH W/ EXISTING FLOOR - NAIL. AND GLUE CdA z EXISTING CHIMNEY V4 rL Wz LNE NEW ROOF C4 2XlO BLKG. EXISTING W/ EXISTING HERE + CUT BWN. BUILT UP MIN 3/12 ROOF PITCH NEW PLATE HT. EXISTING 4X 10 EXIS71NG 2XIO LOAD BEARING AS REQLVM FLOOR JOISTS BEAM FOR ROOF cdl^ NEW WINDOWS . ................ F-1 IN EXISTING WALL Li 1 TO MATCH NEW FLOORING ON MY= DECK TO K"RAISH 7M W/ Comm NEW 2)(6 STUDS 0 2,C O.C. - LINE WTM EXISTM > P.T. 6X6 POSTS (EXISTING, 11 H . COLUMN BASE TO BE USED "RASH AS REQUIRED FOR HOLDOWNS - VERIFY + NOTE: EXISTING HOUSE spelto THAT COL EXIST AND y OF ATLANT EXISTING P.T. 6X6 ARE IN GOOD CONDITION). co POSTS AND FOOTINGS BUILDING OFFIC gar CLOSE IN EXISlING DECK TO CARRY LOADS MR NEW ADDITION 97 OCT 15 NEW FLOORING ON EXISTING DEM TO TPP6 SILL PLATE FLUSH W/ OWNG ANCHOR d 32"OL l/r X 4r ox SOLT ------------------ W/ 2 *V SO. WASHER Ile' AND BOLT C CONC. SI.M W/ 6X6 10/10 W.W.M. VI VISQUEEN E ., L E V A T t-0-�L Or BLOCK FOUNDATION WALL AS REQUIRED CLIEAN, COMPACTIED, CHEMICAL TREATED E L E V A T 0 N S A N D ' WALL SECTION FILL DIRT EXISTING 3tr SQUARE X I DEEP CONC. PAD W/ #9 VERT 0 41r D.C. & 0 CORNERS AND ENDS 0 Ir O.C. E.W. 0 EXISnNG .:., w. .;, . I- � � P.T. 6xe POSTS L------ 1/f WAN W J I M G I ,lL L I A M 9/1 mw os� 904 249 0072 1 Ir X Ir CONC. 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L� L I I I 'L L L 1 I I -4--0 ,pp. I 1, L I I I I I I `�"- I I I L L I L I I :,I I L' - I I I .I I _;��_.��__L1_,- L L I I - I , I L I L I L L I � I I I L I I � I I I Ll_, I L I I L I I I I L L I I I L I I I I L _ I I - I I L L L I I 11 ---=!!!��1 �,L, :L L: I I� , : , ' I I I I I I L . I I L L I I L I I �,I ' I I I I I L ��'!��- : I I I I L I, I - IL I I I I 1 14�L�I I - I L ; I I .11 I I I I I I 11 I I I I I :; � I L �- i � L. I 11 I L I I, I L I I I . I 11 I ,L . I I I r. L . - L L - I I I I 11 I I , I �j__.�j't I I I I I I I ,L ' ' L ! I I .I I I I L , I L . I L',, I I " L L I � ,L ,!!L I I L I I I ,, " ,. L I 11 I I L - I I L 11 L � . - I 11 L , , , _ --�---.- ,___ �-"-�I-L I- I� --I,11- � ,LL r tjt SEi4W , ' L L I,L I I L L I I L 1, I 11 I I L, I L I e I r , , ,J'., I I L . I I :, L L L, L 1, � I I I , I L 1,,!:::� , L I I I L I I I I I I L I . 11 I - , , , L - I I I . I I I " I L I _ I LL _*t I L I I I 1. I I I L I I I I'll L' L I. I I I - , . 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L"I L L I I I I I L I L L, I L I I - L L , , , I I I I I L ,L L L - I I I 11 L� 11 I I I I 11, ,� I I I I I I ,I 1, I L I ,,�L I I I LL L I I L 1.I I L I I-1 I 11 I I L I -I I I I L I I I I I L L I I L � L I I I I I I I I I L %� I I I I. 11 I L I I L L .,�,: I I I . 11� I I I LL -I I L I I I I L I I . I I I I I LL I I I I I 1 - L I I I L I I : .1 . L L- �, :11 -� I I I I . L 1, L I I I I I I L I � I I i L I L L I L I I L I I -� I L 11 I I , � I I I I I 1, I L � , , ,� L I I L I I .�Lo I . I �, � I I L � � ,. I I . I I.. L I I - . I 1, L I I L L L I I I I I - / `,�.� �." I L I � I I -L ,L I I :i� L I I- I .I I I L L I I,L L L L ,I I - I I .I L , L - L :L L 0 1,:,R� I I I I ' L �_ L L I I 'L 'L , L I I L L: L I L I 1 I I I I I L L I� I . L I - I I I I L: IL,I L . I I L I I I 1� I I I _,LL L :L' I � I �, L.,, L �L L I I I-, L L 'I I . 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L L I I I I I I L I I I I I L I I L I I L I I L L L I I I I I I L I : � , I I I I I L I.11 I I I I : I I I I . I I L I I 'L I . I I I I I I L L I I . , , L I I I I 1� ,I I I - I L, L I I � ,L I I I I I I L I . I 1, L :L I L I I I L . I I L . I I L . I L L I I I I L I I I I I L I L, I I L � , I. L 11 I I L I I I IL 11 ��L�LL�L L... L L I I .LL L I I I I I I L I 11 I L I L L I L I L I I I , I I L I L L I I I L I .I I L I I I , L L I i L I 1, L I I I I I ,."L I " I I L L I L I- � 11 L I 11 1. I 11 L I I I . I - I I I I I I � , L L L L I I I I I I II I L L I L : I I . L I j 11 L L L I I I L I I ,: I L I L I I L I t L: I I I I I L I .I I I I L I,,,L I -L' L I I L -1 I I I L I I I I LL L :�� I L I I. I I L I I I L I 11 �I I I I I � I%L :�- , I L I 11 I I I L.L L - I I I-,.1 I I I I I I L I I - I I L I I I I I L I I I I I . I I I I L I I. L I I � , I I 11.L I f I L I I I I I I I L 11 I L, L I I 1 I L--,-�-I 11- ,-",-,-,-,r�-,- 1,,-� I L _ I L L I I I I L L r. 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