Loading...
318 SEMINOLE RD - ENCLOSE & REMODEL DRAWINGSMAP SHOWING BOUNDARY SURVEY OF _by, 5- TION N0. 2 SAL T AiR, AS KECORL IN PLAT BOOK 10. PAGE -15, OF THE CURRENT PCBLIC RECORDS OF D.U'VAl COUNTY, FLORIDA. CERTIFIED TO: CRAIG SPERANT CARD;NAL FINANCIAL COMPANY, LIMITED PARTNERSHIP RICHARD T. MOREHEAD TITLE AND ESCROW, INCORPORATED OLD REPt BUC NATIONAL TITLE INSURANCE COMPANY L-1 N 22'11'29" E 49.95' (MEASURED) N 22'1S-111 _ SEASPRAY 50.00(PLAT) PLAT BOOK 35, PAGE 64 LOT 258 LOT 257 LOT 36 F BLOCK 1 c. l' L-1 0.2• 1.4 1.4- 0.6 O.5' FRAME in SHED ai C-I16O 1.7• 12-0' - — n a�'2.0 W Z) j% WOOD D W N/ DECK /1 / Ld Q LJ 28 u (7) Q @ O LQ O �- o p o0 0 TORY o FRAME P D } POS , E # 318 rn D. 6.4• .x — I -0T 270 Io LOT 268 j Q 1- o ENtLOS ID W 00 00 � — 1 } a 00 aw to Cr Of z - P 00 CID (n CO O N 18'- EXTEND c._ D VEIWAY 0.1 BLOCK 49.99• (MEASURED) " S24--28- CORNER 50.00' (PLAT) W 49.86' (MEASURED) S 22"13'27" W 50.00' (PLAT) SEMINOLE ROAD I" (FORMERLY KNOWN AS SEMINOLE BEACH ROAD PER PLAT) 104" (70• RIGHT OF WAY) i✓��( > LEGEND: 0 = SET 1/2" REBAR STAMPED PSM#6146 PC = POINT OF CURVATURE ® = FOUND 1/2" IRON PIPE PT = POINT OF TANGENCY NO IDENTIFICATION PRC = POINT OF REVERSE (UNLESS OTHERWISE NOTED) CURVATURE a= 4"x4" CONCRETE MONUMENT PCC = POINT OF COMPOUND CURVATURE A/C = AIR CONDITIONER ^ - —X— = FENCE (T) CONCRETE I Ll Ray Thompson REVISIONS DATE D:-IPTION SURVEYING, Inc. +Rir4arh QT Micyrg4pah Ging the DISTANCE for Youl Qitlr anb Kz(ffrow, Jnr 1$25 UniVerSity Boulevard West 444 THIRD STREET Jacksonville, Florida 32217 NEPTUNE BEACH, FLORIDA, 32266 (Phone) 904-448-5125 (904)-247-5147 f., FAX (904)-247-6087 (Fax) 904-448-5178 JOB _ DATE OF FIELD SUP ,'EY: 6-5—'1& SCALE: 1 NOTES: 1. BEARINGS ARE BASED ON THE F _AT N68°08'44" W OF ------------ -- CERTIFICATE 'p ••••-. Tti"••. _ _BEARING ALONG THE SOUTHWESTERLY BOUNDARY LINE OF SUBJECT PARCEL. I HEREBY CERTI Y THA p Tl ErVW�q$B qq;,U.�NDER MY RESPONSIBLE CHARGE AND MEE S THESTANDAR�rRA.CTICE A.� StcP FORTH BY THE FLORIDA 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZON" YL_______ AS SHOWN ON THE NATIONAL FLOOD INSURANCE MN' BOARD 0 ? C �SIONAL RVEYO��• MAPO*. IN CHAPTER 5J-17, FLORIDA --------- DATED JUNE 3, 2013, COMMUNITY NUMBER: 120075 PANEL 0409 H ADMINiST FJRSUANT TO SECTION 472:0 LCRIDA STATUTES. 3, THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT OR OTHER DOCUMENTS PROVIDED BY CLIENT, IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED- _ ------ t 1 ' `�O.tFAYMgRffEggOMP 4. THIS SURVEY IS NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE REGISTERED SURV�-R TND MAPPER ?'6146 STATE OF FLORIDA -' AUTHENTICATED ELEL SONIC SEAL. � R L ' -:�`yq Vn.�7F0. .... LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS ?o j;FOFror FLOOR PLAN NOTES 1. DO NOT SCALE DRAWINGS. SE ONLY DIMENSIONS SHOWN ONDRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE BUILDER SHALL BE RE PONSIBLE FOR OBTAINING CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTION. BUILDER SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE. 2. DIMENSIONS SHOWN ARE TO FACE OF DRYWALL OR CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED. 3. LOCATE DOORS SO THAT DOR CASING ABUTS WALL FINISH OF A JACENT WALL UNLESS OTHERWISE NOTED. 4. BUILDER SHALL COORDINA E ALL SHELVING & STORAGE REQUIREMENTS WITH DESIGNER OR OWNER. 5. IN THE EVENT OF ANY DIS EPANCIES, IMMEDIATELY NOTIFY THE OWNER. DO NOT PROCEED WITH AFFECTED WORK UNTIL ALL SUCH ISS ES HAVE BEE FULLY RESOLVED. 6. ALL CONSTRUCTION SHAL BE PERFORM D IN ACCORDANCE WITH ALL CODES, REGULATIONS, AND RESTRICTIONS HAVING JU SDICTION. ELECTRICAL LEGEND TV CABLE d DUPLEX OUTLET d220 OUTLET 5 QUADRAPLEX OUTLET ( G P I GFI RECEPTACLE 8 h EXTERIOR/GFI RECEPT CLE SWITCH 3 -WAY SWITCH SD SMOKE DETECTOR CM CARBON MONOXIDEDETECTOR CH COUNTERTOP HEIGHT ELECTRICAL NOTES: 1. TELEPHONE OUTLETS TO BE 'CAT 5E' WIRE. 2. SMOKE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALL RECEPTACLE TO HAVE ARQ-FAULT CIRCUIT INTERRUPTERS PER ARTICLE 21412. 5. HVAC DISCONNECT TO BE PRVIDED BY MECHANICAL SUBCOI�JTRACTOR. 6, ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. 7. 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFL/LELjLAMPS. REAR DECK F------------------ MASTER I O, 8' CEILING MASTER ----------- CLOSET --- CLOSET Q--- I 8' CEILING , *0 --------- 1 I " + r C 8CH CH C PI MASTER I SD I BATH � ' i ` 8' CEILING 3/0,� I / BEDROOM 2 8' CEILING I 2/8J \ i---------- lo r 03/0 BATH 8' CEILING �. *10) } ' BED` OOM 3/ �/Q ,' - SD r OFFICE 8" CEILING X I C M 8' CEiI LI G ' G r r 3/0�6) $ j6' I ' I G PI G (I REF G FI `�' SD $ KITCHEN SD -- T � VAULTED CEILING LIVI GROOM 5C? "" q VAUL ED CEILING c p ENCC-OSED E (STING CARPORT'' ------------- 0 -------- - r � y , + DINING VAULTED it CEILING '0 - r G F I C r O r, +, 3/0 r WP - + , FRONT DECK NEW ELECTRICAL LAYOUT PLAN WP C IN A2 REAR DECK BUILDING CGDE SUMMARY CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) 2017 FLORIDA BUILDING CODE - 6TH EDITION ALTERATION LEVEL: 2 OCCUPANCY CLASSIFICATION: RESIDENTIAL -3) CONSTRUCTION TYPE: TYPE V -B (WOOD FRA ) SPRINKLED: NO FIRE DISTRICT: NO PROVIDE INSULATION PER CODE R-38 IN CFII_iNG, R-13 IN WALLS WORK AREA - NEW 262 S.F. ENCLOSED CARPORT ADDITION RENOVATIOIN OF EXISTING INTERIOR FOOTPRINT 28'-8" EXISTING — — — — — — — — — — — — — 10'-7%"" 17'-7 2" I � 12'-0" SLIDER DOORS �------------------ I MASTER I 8' CEILING MASTER CLOSET 8' CEILING I I I I L -----------I 3/0 I 31-611 o 771 1 o MASTER 1 BATH 3/0 I ' X 8 CEILING r 2/8 2/8 - I I 6-0j2" �\ 3'-41. I � i z BATH 8' CEILING 3/Q x wI 0 00I (3/0 14'-1%2" BEDROOM OFFICE 8' CEILING D I w AAT-�Y i 0 8' CEILING I co I '-31/2" 3'-h 111 3/0 1 I 3'-6" 4'-11" EXISTING I- r-------------- ---4211--- I i — REF I KITCHEN - VAULTED CEILING I 3'-610 51-011 1 81.411 I 1 1 1 I o T I I - 1 I I ' I i ' I ' 1 I 1 w o DI ING CO o VAU TED CEILING I co 2 8' CEILING I I I CD U w 0 w co x I z 1 x 1 w N � CV 4 O c T IT 31-2' 1 1 Nli CLO. i LAUNDRY V N VH I 8' CEILING ' I Il o I0 w ° II x Iz U) B N i x w A2 c� ao 2/6 0 I �1 3/O 6" STEP I 1 o I LU x LIVING ROOMLL VAULTED CEILING N O RT ENCLOSED EXISTING CARPORT I d Iz CONCRETE FILL, AT 4" FROM EAST 0 1 [ IO AND NORTH EDGE _x x INSTALL 1/2"X6" REBAR w EPDXIED 3" INTO EXISTING SLAB N I o I� AT 32" O.C. ( MAY SUBSTITUTE "' SIMPSON 3/8"X 6" TITEN HD SCREWS I yj WITH 3" EXPOSED), AND 145 BAR 10 CONT. AT VERTICALS. SLAB INFILL TO 1 z BE MINIMUM 2500 PSI FIBER I w REINFORCED CONCRETE 0 LU x, I 14'-3" 1 12'-0" SLIDER DOORS W/ 16" TRANSO S 0 3/0 i I L— — — I— --- 6" STEP 0 11-6"' FRONT DECK L-- — — — - NEW 19'-311 ALIGN W/ EXISTING FLOOR P SCALE: 1/4" = 1'-0" 15'-9" ALIGN W/ EXISTING A A2 Jul ipanne N. Overby, RA Architectural and Interior Design Julianne N. Ovcrby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverbygatt.net FL. AR -0017060 • FL. ID -4621 9-24-18 REVISIONS PER CITY COMMENTS DATE ISSUED: SEPTEMBER 12, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" MEDIA, DRAWING SCALE IS HALF—SIZED, RENOVATION PLANS PERMIT SET QUO J� FLOOR (PLAN NOTES 1. DO NOT SCALE DRAWINGS, USE ONLY DIMENSIONS SHOWN ONDRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE BUILDER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTION. BUILDER SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE. 2. DIMENSIONS SHOWN ARE TO FACE OF DRYWALL OR CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED. 3. LOCATE DOORS SO THAT DOOR CASING ABUTS WALL FINISH OF A JACENT WALL UNLESS OTHERWISE NOTED. 4. BUILDER SHALL COORDINATE ALL SHELVING & STORAGE REQUIREMENTS WITH DESIGNER OR OWNER. 5. IN THE EVENT OF ANY DISCREPANCIES, IMMEDIATELY NOTIFY THE OWNER. DO NOT PROCEED WITH AFFECTED WORK UNTIL ALL SUCH ISSUES HAVE BEEN FULLY RESOLVED. SWITCH 6. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WIT ALL CODES, REGULATIONS, AND RESTRICTIONS HAVING JURISDICTION. SMOKE DETECTOR ELECTRICAL LEGEND CABLE DUPLEX OUTLET 220 OUTLET QUADRAPLEX OUTLET GFI GFI RECEPTACLE dEXTERIOR/GFI wp RECEPTACLE SWITCH 3 -WAY SWITCH SD SMOKE DETECTOR CM CARBON MONOXIDE CH COUNTERTOP HEIGHT ELECTRICAL NOTES: 1. TELEPHONE OUTLETS TO BE 'CAT 5EWIRE. 2, SMOKE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT INTERRUPTERS PER ARTICLE 210-12. 5. HVAC DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR. 6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH LATE' ST EDITION OF NEC AND FBC. 7. 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGI✓T FIXTURES TO USE CFL/LED LAMPS. GF W r ---------------•--i MASTER Q CLOSET (--,J 8' CEILING , I l / \ / t / `L"C H J' ; MASTER BATH 310 •' 8' CEILING r 2/8 — 2/8 FRONT DECK NEW REAR DECK MASTER a. 8' CEILING ------------- f f I " 4 SD BEDROOM 2 8' CEILING n _ BED ;OM 3/ OFFICE 8' CEILING ` , I � 1 , , , I + I DINING I VAULTED ,+ CEILING r I , f , f , r 0 SD ELECTRICAL LAYOUT PLAN_ SCALE: 1/4 =i o SD LAUNDRY 8' CEILING Q a- IIIA LI I NG ROOM VA LTED CEILING NCLOSEE EXISTING CARPORT 11 It 11 4 � r , / I 1 +l , SD z F- U) W (D a0 rD A2 P1 r)np Qi ANI SCALE: 1/4" = 1'-0" v BUILDING CODE SUMMARY CODE ENFORCEMENT JURISDICTION: CITY OF JACKSONVILLE BEACH WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) 2017 FLORIDA BUILDING CODE - 6TH EDITION ALTERATION LEVEL. 2 OCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3) CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO PROVIDE INSULATION PER CODE R-38 IN CEILING, R-13 IN WALLS WORKAREA. NEW 262 S.F. ENCLOSED CARPORT ADDITION RENOVATION OF EXISTING INTERIOR FOOTPRINT CD x w N N LoRAD �Q'� Ire, vE a /STERES P juh anne N - Overby,RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street -Jacksonville Beach, Florida 32250 904-704-8625 Email: jnovcrbygatt.net FL. AR -0017060 • FL. ID -4621 DATE ISSUED: AUGUST 8, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" MEDIA, DRAWING SCALE IS HALF -SIZED. RENOVATION PLANS '*ERMIT SET EXISTING ROOF TO REMAIN 2X4 EXTERIOR WALLS \ W/ 2" OSB SHEATHING ZIP WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK SIDING TO MATCH EXISTING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS R-38 INSULATION 1/2" GYP. BOARD R-19 INSULATION 2" x4" BOTTOM PLATE a n A SLOPE z A '6. a A _ 04 .�' (5 o - I NOTE: ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 1 A2 WALL SECTION NEW CONCRET ' SLAB OVER EXI TING DRIVEWAY SLA TO ALIGN WITH EXISTING F.F. EXISTING FOOTING TO REMAIN SCALE: 3/4" = 1'-0" TYP. AT NEW CARPORT ENCLOSURE _'**� SIDE ELEVATION A2 SCALE -1/4" = 1'-0" rc_"� REAR ELEVATION �A2SCALE. 114" = 1'-0" UJOO�-_) =F AI" fE CONSTRUCTION COPE COMA': -PANT UN SOW INST,41_1" aTION METI L?O C+-�aC-iii D3.8i JEATPER R=51TiYE 5ARRIFR ; UU;R5; APPLrE:� PRIOR TO THE l: N7DOOIL' NSTALLA-10N. FL45�iNCG APFi_1=P Q' , T+4F FACE OF T};F MOLINTNka ;�LANCxC-A-1 ,� _ (DIN WATER SHEDCINr. rA6!-0074,_cTicr STARTING AT T: -IE EAW OF 7F!R US" 'J11!dDow JAN�`,j ______________________ Ilil!Il��i TWE WALL. J Ur1Wt.,G TOWARD6 THE TOP, iN6TALL 7HE ME ------- -- ----- ----------------------- TO THE''H FACE OF /� SHEA7HPK.. ��� .',C•ALANT BEAD I C2) APPLY WILL FLA6H{F:G- f4cr0') 5FPNP MOUNTI}* FLANGE, ; AFz-LY MAD OF SEALANT \ AT BACK 0' W NOOW FLANOE TO i'EAD t $0TH JAMT38. AF! -LY A _� _ 4 - 1 _ r =- r"W. .CM WOUSc AD 10 + 6EAL THE WINDO.0 FRA E ?'O JF-tNING. - �1 J -_._............_........................_...._.........._...._.._.._... N , ./�___r____ / Ci5C:0IV�ITbiJOUS B£4'� TD 11 ONIT APPANY R°F•'E i�,"v^.�EL��IPLC 6n, SLL v- � i1hT`c41v4: OF "F� WINDOW FLAN3r, Ild L!Na Cj SET WINDOW U9RYs !-AN :.EAC I 'I SC4Eij,S TO FACILITATE / FLAS"INS--� FIBPecT±ON. I ' ' (Sj JA fB FLAB: 1tiG oEA:_NT eEAV sE711JEE A-PI.1' JAme FLAaWNGJAtt:IING AND MOUNTIFLANGE. iE✓) `--AF'FLY� GPIT. SEAL TO `HE MCbJN7'ING FLANGES AT FLAS NG I, . HE TOP .`HEAD) AND S0E5 !JAME5) OF k!!NDOW. AaFL.Y �:'eAD OF SEALAN- �� t =M9tiL' d INTO AND FASTEN AT !-!EAD IN PLAGE. !FLASHING 6,OE5 OVER II t 1` ! • (rSj :! j APFL'! H-r_.'D R.694IPY / •t �� I REMOvP PFF...,•IOt1BLA' APPLIED I :-�; ,`� TAPE. AL_,QW.N5 0.R5 TO Larl 1 Z_ FLASHIN FLAT OVER HFLASHING. APPLY H!NG 7Ar O' rR DIAGONAL CLIT - SEE I ' :•'• _ DIAGseAr.. r+�t� •' 7- �-.v i .. •\ �— FL4S".INI3 AT HEAD EXTENDS ! JAM EEYOND FLdSHMG. •� J �•/ /,—oEALANT; r�;II —EMEND EOTTA?'" 01`7.--'E 4FAD -,HE i i / L:��%r iIl FLA'il-I!NG 1f�.4iN3r PF2>;V:OLi%_,T 'FLASHING / AF—L'ED SEALAX GOES O•I.R 6FALANTL EXTENC HEAD �� //% III J rC l'-•i>lI �'�! F� iw_i OEYOND EAGN JA"t� /r �'% ' ��yw•. :wC- FASTEN IN PLACE. � j' '31 •r,. , �I ' r�ll o = • I �'- EXTEND JAMS FLAG 41W_ TO ' i �� r i'� � �� OvWPLAF 61LL FLASHIiNd, TUCK TOP �/'" •: ` >}: ' / .- �4! -- _ _ _ `..- `I{ti f`.-: ✓ ? C. 'A7 -!B .y.A6H1FY UNDER THE FLAP j - /;i• OF WR3 AT THE +4EAD. SEE D!AGRA?'t.. �:.+.. `I�•!, $ILL FLASH+N,:i •S •�\ -!IM AN ADJUST W;KDOW TO ACHIEVE SQUAr�, FLLC!E, AND LEr_ C:CNdD!TION. USE CO:�FA7JIU^!I"'. \ 5a7S16TANT F49TENMI6, FAST -EN' W'NCPWS PFR i -�` • - \. I (iJ WINDOW MANUFACTURER �/ II WEA -11 �4ER RE5! TANT I �9. v Imo_ -7..: w ^' I AT ^ as DEGREE ANGLE. cAREFu'_LY CUT TtaE ! ��J EARfZIER ON A DIA&O%!= L. C,' TLY R.A16E THE \� �• .: TOP EDGE OF T, --E DARR;ER P AND TAPE THE i' TOP COPPNERS AND CENTER TO THE EXTEMOR - ii :4°QII 9URP'ACE AWYE. `r w' INTERIOR VIEW /- TCP LFFT. CORDER C= L) NCpC J -- - _ f. flashing to be flexible self-adhesive type (min. 4" wide) i ,—sill pan flashing I j I ! 2. cover sill to at least depth of window, plus 2" onto face of wrt; SUIdW® _-slopcsd (optional) 3• the pan shall direct wager to the exterior over sill flashing 'F ..—sill plass 4. instals flashing around remaining window unit < i 5. weather resistive barrier to form water shedding laps seatheerestsflve �A N) SILL PAPS FLASHING �J -- barrier ��` NTS !options{) wall sheathing ?re.Y ared by 50AF First Coast Chapter 9-11-2013 EXISTING ROOF TO REMAIN 2X4 EXTERIOR WALLS \ W/ 2" OSB SHEATHING ZIP WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK SIDING TO MATCH EXISTING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS R-38 INSULATION 1/2" GYP. BOARD R-19 INSULATION 2" x4" BOTTOM PLATE a n A SLOPE z A '6. a A _ 04 .�' (5 o - I NOTE: ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 1 A2 WALL SECTION NEW CONCRET ' SLAB OVER EXI TING DRIVEWAY SLA TO ALIGN WITH EXISTING F.F. EXISTING FOOTING TO REMAIN SCALE: 3/4" = 1'-0" TYP. AT NEW CARPORT ENCLOSURE _'**� SIDE ELEVATION A2 SCALE -1/4" = 1'-0" rc_"� REAR ELEVATION �A2SCALE. 114" = 1'-0" B SIDE ELEVATION- �A2 SCALE: 1/4" = 1'-0" rA_ FRONT ELEVATION III Julianne No Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 Cfl DN Q M 0 ry U— J = Ov Z „ �m WU 00Z �Q M J Q DATE ISSUED: AUGUST 8, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" F.F0'-0" MEDIA, DRAWING SCALE IS HALF -SIZED. fLOR1 �. ��• EAlt Y �Uj �V TEREO P EXTERIOR ELEVATIONS A2 PERMIT SET _ Ilil!Il��i I, II I o o,�� I B SIDE ELEVATION- �A2 SCALE: 1/4" = 1'-0" rA_ FRONT ELEVATION III Julianne No Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 Cfl DN Q M 0 ry U— J = Ov Z „ �m WU 00Z �Q M J Q DATE ISSUED: AUGUST 8, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" F.F0'-0" MEDIA, DRAWING SCALE IS HALF -SIZED. fLOR1 �. ��• EAlt Y �Uj �V TEREO P EXTERIOR ELEVATIONS A2 PERMIT SET