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1820 N Sherry Drive POOL18-0042 DRWGS` a :--CSP GUNITE STEMWALL HEIGHT VARIES 34" MAX. HT. #3 CONT. @ IZ' O.0 3VERT, @1rO.0 21 2" . i FINISH GRADE (2) #3 CONT. $ #3 PERP. @ 12" O.C. 3 COMPACTED SUBGRADE95% COMPACTION WALL DETAIL SEE ATTACHED NOTICE: BONDING GRID - OPTION "C" # 8 BARE COPPER CONDUIT " (2) BUBBLERS - 6 DEEP SUNSHELF - UMBRELLA SLEEVE - STEPS BY PBJC - TRAVERTINE PAVER TREAD - TRAVERTINE PAVER FACE —EASEMENT LINE —PROPERTY LINE ACCESS - FLUSH SPA - 6'-6" x 6`-6" INSIDE DIM. - TILE SPILLWAY - (6) .LETS - (2) SDXs —PROP E':RTY LINE - (1) 6W NICHELESS LT I ---- - CIP WALL & FOOTER STUCCO FINISH - TWO STORY SCREEN BY OTHERS --------------------------------------------------------------- -- ------------------- I -- PCC 2000 Off FTN 5'-0" ��►/ --LINE (2) NICHELESS LTSDEEP L 13 3 611 MDX W/ SDX 3'-6" ' DEEP ; --- -- ❑ DEEP o„ PCC VALVE (WITHIN 11'11 POOL) ----------------------------------------------------------------- Customer . Name: Young Residence lob #: 2330 Address: 1820 Sherry Drive N Zip: 32233 Neighborhood: Atlantic Beach Builder: Residential Project Manager: Jonny Pool Specification Perimeter: 91 L.F. Square Footage: 373 Sq. Ft. Est. Total Gallons: 9187 Gal. LST: 20 GPMs HST: 40 GPMs Deck Area: 491 Sq. Ft. Lanai Area: 530 Sg. Ft. Footer: 28 L.F. Dist. to P/E: 25 L.F. Spa Perimeter: 29 L.F. Square Footage: 42 Sg, Ft. Hydraulics PUMP #1: MDX-R3 & SDX ON SIDE Branch Line: 3" Trunk Line: 3" Return Line: 2.5" Skimmers: 1 Jandy Pump: VSSHP220AUT Dandy Filter: CS 250 Heater: JA 400P Minimum TDH: X54' Maximum Flow: 117 GPM's N20' B.R.L. SHOWER & ENCLOSURE +12" BY OTHERS PAVER COPING - VSSHP220AUT - SKIMMER - CS 250 -6 0 TRAVERTINE - DRAINLINE --- ----- -PAVER-DECX-------- J - PLC 1400 0 -TRAVERTINE LID - ]Xi 400P +12" - 3 WAY & CHECK VALVE FOR BY PASS - PRE WIRE FOR FUTURE HEAT PUMP 6614 AP -L PURELINK - RS-PS4 - IQ20A COVERED LANAI INC. -.4424 JVA FOR BUBBLERS TRAVERTINE - PSB 120 AIRBLOWER PAVER DECK - PX 100W TRANSFORMER - 5 PORT 3 -BOX - (1) JLU4C 6W 100' LT - (2) 3LU4C 24W 100' LTS SAFETY 2: Scale: 1/8" = 1'-0" Company Designer: Joel H. Division: Joel H. Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: FL / 32225 Phone #:904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbic.com License #: CPC 009595 & 1457425 SP GUNrrE STEMWALL 3 CONT. @ 1Y` O.C. 3 VERT. C 12'0.0 3 _ - 2" GRADE s (2) #3 CONT. $ #3 rrr PERP. @ 12` O.C. f COMPACTED SUBGRADE95% 3" COMPACTION 1'-4" WALL DETAA_ SEE ATTACHED NOTICE: BONDING GRID - OPTION "C" # 8 BARE COPPER CONDUIT ' (2) BUBBLERS - 6 DEEP SUNSHELF -UMBRELLA SLEEVE - STEPS BY PBJC - TRAVERTINE PAVER TREAD - TRAVERTINE PAVER FACE -EASEMENT LINE —PROPERTY LINE —PROPERTY LINE - FLUSH SPA - 6'-6" x 6'-6" INSIDE DIM. - TILE SPILLWAY - (6) JETS - (2) SDXs - (1) 6W NICHELESS LT CIP WALL & FOOTER - STUCCO FINISH - TWO STORY SCREEN BY OTHERS PCC 2000 FTN LINE (2) NICHELESS LTSDEEP b 3'-6" MDX W/ SDX 3'-611 ; -- -- DEEP DEEP o„ TRfiVERTINE------- --- -------------------I f PAVER COPING - SKIMMER -6" OI'' TRAVERTINE I - p RAINLINE - --------J oil - TRAVERTINE LID +12" COVERED LANAI INC. TRAVERTINE PAVER DECK fn SHOWER & ENCLOSURE BY OTHERS Customer Name: Young Residence Job #: 2330 Address: 1820 Sherry Drive N. Zip: 32233 Neighborhood: Atlantic Beach Builder: Residential Project Manager: Donny —20' B.R.L. PCC VALVE (WITHIN 20' OF POOL) ♦ ------- ------- - VSSHP220AUT - CS 250 - PLC 1400 - JXi 400P - 3 WAY & CHECK VALVE FOR BY PASS Pool Specification Perimeter: 91 L.F. Square Footage: 373 Sq, Ft. Est. Total Gallons: 9187 Gal. LST: 20 GPMs HST: 40 GPMs Deck Area: 491 Sq. Ft. Lanai Area: 530 Sg. Ft. Footer: 28 L.F. Dist. to P/E: 25 L.F. Spa Perimeter: 29 L.F. Square Footage: 42 Sg. Ft. Hydraulics PUMP #1: MDX-R3 & SDX ON SIDE Branch Line: 3" Trunk Line: 3" Return Line: 2.5" Skimmers: 1 Jandy Pump: VSSHP220AUT Jandy Filter: cs 250 Heater: 34 4001) Minimum TDH: —54' Maximum Flow: 117 GPM's - PRE WIRE FOR FUTURE HEAT PUMP SAFErY 1: - 6614 AP -L PURELINK - RS-PS4 SAFErY 2: - iQ20A 4424 JVA FOR BUBBLERS - PSB 120 AIRBLOWER - PX 100W TRANSFORMER - 5 PORT 3 -BOX - (1) 3LU4C 6W 100' LT - (2) JLU4C 24W 100' LTS Scale: 1/8" = 1'-0" Company Designer: Joel H. Division: Joel H. Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: FL 132225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbic.com License #: CPC 009595 & 1457425 ■`I 5::= 0 2C GRAPHIC SCALE (In Feet) I inc. l = ficew t cle) 10 ly CD c:) 'COW, cc) volo 0 ul") c:) z 2cy LO'-!" 6 ORIGINAL" FIELD WORK Comp,LETED BY: TARGET SURVEYING, LLF DATED�: 04/04/2017 SURVI�Y #286413 00( P%/ DUA L COUNTY BRASS DISK wR 688 DL5741 " N.A.V.D. 1988 ELEVATION =4.12 CORNER, 1. LEGAL DESCRIPTION PROVIDED BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING 1-ITLE WAS PERFORMED BY THIS FIC �y 3. NO SUBSURFACE. IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVE" 4. ALL ANGLES AID DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEA �►SURED UNLESS OTHERWISE NOTED 5. , THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY PROPERTY LINE, ASSUMED TO BEAR N8901022"E LOCA T'10N MAP ovof LOT 7, SELVA MARINA UNIT NO. 10-B, ACCORDINGTO THE PLAT THEREOF RECORDED IN PLAT BOOK 36, PAGE 61, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FLOOD ZONE: X COMMUNITY NU BER: 120075 PANEL: 12031 00407 SUFFIX H C-16687 w Date to 11 -0? -2018 1 _ - _0'­,k7fVkA,7_10tV! OF 20# a "WON' AIC AIR CONDITIONER , C/L CENTERLINE I.D. IDENTlIFFICATION LB LICENSED BUSINESS N.A.V.D. NORTH AMERICAN VERTICAL AT P PLAT RAN' RIGHT OF WAY x TOPOGRAPHIC ELEVATION t Ka mvm—m mrzcta va.L w- K=rrm Fm tam rs,=M (w Wc air wa mim-_ am—,mimai i = omcw=-,mim cm W- aU= WQi RMr W M. co or- ArV41CM mm= "rwvm= S� w1mm tooxwmwx z Tkar To W 't u* X"Mmr lljxef. L, t- o r Lcr Zj Paz-, HEIGHT VARIES I.P GUNIrE STEMwALL 34" MAX. HT. -#3 eoNr. a i2'° o.c.FLUSH SPA. - 6-6" x 6-6" INSIDE DIM. #3 VERT. @ 1_r O.C. - TILE SPILLWAY 2 1.2' FINISH GRADE (6) JETS (2) #3 CONT. $ #3 — (2)SD'Xs r o PERF. a 12'0.C. —PROPER-PLINE - () 6W IICI IELESS LT — --- COMPACTED — — SUBGRADE 950% 3. COMPACTION CIP WALL & FOOTER WALL DETAIL - STUCCO FINISH - TWO STORY SCREEN BY OTHERS -------------- -------------------------- -------------------- SEE ATTACHED NOTICE: BONDING GRID - OPTION "C" # 8 BARE COPPER CONDUIT (2) BUBBLERS - 6" DEEP SUNSHELF - UMBRELLA SLEEVE - STEPS BY PBJC - TRAVERTINE PAVER TREAD - TRAVERTINE PAVER FACE -EASEMENT LINE rVOMMUNITY DEVELOPMENT APPROVED -PROPERTY LINE ACCESS PCC 2000 5'-0" (2) NICHELESS LTS DEEP 611 1 MDX W/ SDX TRAVERTINE---------- -� PAVER COPING -6" 0" TRAVERTINE -- ------ P�kVER-DK-Y-------- o„ +12" COVERED LANAI INC. TRAVERTINE PAVER DECK FTN ♦ LINE I 0" +12" - SKIMMER - DRAINLINE - TRAVERTINE LID an n SHOWER & ENCLOSURE BY OTHERS Customer Name: Young Residence Jab ##: 2330 Address: 1820 Sherry Drive N. Zip: 32233 Neighborhood: Atlantic Beach Builder: Residential Project Manager: Donny Pool Specification -20' B.R.L. PCC VALVE (WITHIN 20' OF POOL) -------------- ------------- -VSSHP220AUT - CS 250 - PLC 1400 - JXi 400P - 3 WAY & CHECK VALVE FOR BY PASS - PRE WIRE FOR FUTURE HEAT PUMP - 6614 AP -L PURELINK RS-PS4 - iQ20A - 4424 JVA FOR BUBBLERS - PSB 120 AIRBLOWER - PX 100W TRANSFORMER - 5 PORT ]-BOX - (1) 1LU4C 6W 100' LT - (2) JLU4C 24W 100' LTS JAI- -9,2019 V, !,;!d7,,g Department FL Perimeter: 91 L.F. Square Footage: 373 Sq. Ft. Est. Total Gallons: 9187 Gal. LST: 20 GPMs HST: 40 GPMs Deck Area: 491 Sq. Ft. Lanai Area: 530 Sq. Ft. Footer: 28 L.F. Dist. to P/E: 25 L.F. Spa Perimeter: 29 L.F. Square Footage: 42 Sq, Ft. Hydraulics PUMP #1: MDX-R3 & SDX ON SIDE Branch Line: 3" Trunk Line: 3" Return Line: 2.5" Skimmers: 1 Dandy Pump: VSSHP220AUT Dandy Filter: CS 250 Heater: JXi 400P Minimum TDH: -54' Maximum Flow: 117 GPM's Safety SAFETY 2: Safety Buov Pool Alarm Scale: 1/8" - V-0" Company - -- Designer: Joel H. Division: Joel H. Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: FL / 32225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pblc.com License #: CPC 009595 & 1457425 f i i I I / I SILL PAN FLASHING _ NOTE: THIS DETAIL USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ASPHALT SHINGLE 12 ROOF ON 15;1 ROOFING 6 MATCH TO MATCH EXISRNG IXISf1NG FELT OVER 7/16" EXT. SHEATHING METAL HURRICANE CLIP AS RL UIRED BY CODE— SEE STRUCTURAL —38 INSULATION METAL DRIP OVER a!1/2" GYP. BOARD VINYL FASCIA OVER 2X6 SUB FASCIA TO MATCH EXI NO —VARIES R-13 INSULATION 2X4 EXTERIOR WALLS W/ I" OSB SHEATHING WRAPPED IN � WATERPROOFING MEMBRANE INSTALL HARDIPLANK LAP - SIDING PER MANUFACTURER'S RECOMMENDATIONS 2"X4" BOTTOM PLATE - I1=1 I 1=1 I I,d I I GI I1 III�—III=1 — 111_ 4" CONCRETE SLAB C —I —1 VAPOR BARRIER SEE STRUCTURAL DRA - jjjjjIII-III- - - -I I , •.... 12 CONFIRM 6 . I I 1/2" EXP. JOINT l II I II TT .. 11= GROUT FILLED 8" CML I 1 STEMWALL I -III- 1=1 I I=1 • ' 11— CONT. CONCRETE FOO 11=1 I I=IIIc SEE STRUCTURAL DRA eADDITION WALL SECTION AZ SCALE :3/4 / \1IVIY SCALE:?/4" = 7'.D" _ISIDE ELEVATION ROOF PLAN I` - - - - SCALE: —I/T=10 -ITTTT----------------- -- ACCENTSTONE CHIMNEY STACK --- --- ----- 12 CONFIRM 6 EXISTINGTOREMAIN EXISTING x� W 3m u - VAULTED T&G CEILING ` ss AT OUTDOOR WING AREA -A IDE HEAD FOR NE 125LIDER q SIDE ELEVATION EXTERIOR FINISH TOMATCH -- EXISTING STEM WALL PAINTED TO MATCH NEW ADDITION TO ALIGN W/ EXISTING CLG. = 10_-0-0" _ F.F.=-4"_— . _ NEW CLG. = 10' _ EXIST EXISTINGTO REMAIN Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 9047048628 Email: jnoverbyCatcnet FL. AR -0017060 • FL. ID -4621 M M ZN LUM _> J LL LJ W W m =U p O Z 00N r Q DATE ISSUED: JULY 12, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. EXTERIOR ELEVATIONS AND DETAILS PERMIT SET w0 6-0" EXISTING FLOOR PLAN NOTES 1. DO NOT SCALE DRAWINGS. USE ONLY DIMENSIONS SHOWN ON DRAWINGS. 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 FRAMING OR CENTERLINE OF STRUCURE UNLESS OTHERWISE NOTED. 3. LOCATE DOORS SO THAT DOOR CASING ABUTS WALL FINISH OF ADJACENT 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. 6. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, REGULATIONS, AND RESTRICTIONS HAVING JURISDICTION. ELECTRICAL LEGEND ° CABLE DUPLEX OUTLET .III. 220 OUTLET 1. QUADRAPLEX OUTLET 8 GF[ GFIRECEPTACLE 6 WP EXTERIOR/GFI RECEPTACLE LI I N / SWITCH 1� 3 -WAY SWITCH SD SMOKEDETECTOR CM CARBON MONOXIDE DETECTOR CH COUNTERTOP HEIGHT 1, TEU:PHONE OUTLETS TO BE'CAT 5E' WIRE. 2. SM' KE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALI. RECEPTACLE TO HAVE ARC -FAULT CIRCUIT INTERINUPTERS PER ARTICLE 210.12. 5. HVAC%DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR, 6, AL L IXTEST EDITION WIRING TO BE IN ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. A T 10U',4 OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFL/LED LAMPti -------------- -------- 5'-0"OVERHANG I _JAUGNW/PXIS- I I m �LLFo-2 13'-10" 4'-0" r I 1 ji7 I 20'E" 17'-T' ALIGN W/ EXISTINI: \ I I I I 3 34'-0y' EXISTING Wy 0x g I Y o 00 0- M♦ I EXISTING DRIVE TEG p i RESIDENCEFO > rr z W I 2 I II a 0 II 611SF a ADDITION LIz I� O I� I SIDE PROPERTY LINE ARCHITECTURAL SITE PLAN SCN,E: 1/16" = 1'-0• OUTDOOR LIVING AREA VAULTED TBG CEILING PROVIDE SKYLIGHTS PER OV SELECTIONS & LOCATION _—_________– I I I I I 3'd'xs' DH l-a'xs'oH L N4NDOw EPLACE w1NDow LIVING ROOM EXISTING8' CLG I ------------ I IN CLOSET I w O I 3 B' CLG - MASTER ez I < e'CLG \ - �� ._ ° WALK-IN -r— FI FID REF \ ® LI I N / _ 1� ' —_ T-7 W s• -o^ L-6° 10'-0"EXISTING 4" STE ° CL O ET I„ s � y MASTER 3 MICR MIRE x DINING LAUNDRY I 4/D BATH e'clG e I Q))I I 1 S� ROOM REMOVEEXISTING I rt - �"'I TRAY CLG TO BE REMOVEDAND KITCHEN CABINETRY, I NEW x34" E O CEILING HEIGHT FIXTURES, APPLIANCES I CLOSET 6' 117• NEW VANITY FRE Z TO BE INCREASE D I 6'10" CLG ATHTANDINUB 0 TO MAX POSSIBLE ,----_-- jD Ij 0 Iw3 3 H I^ KITCHEN_ 2. LNp' � / t0'CEILING NEW DESIGN a O MUD ROOM ® RELOCATE HVAC UNIT in BY OTHERS 3 � BUILT-INS � Fi REMOVE EXISTING WINDOW NEW CASED OPENING EXISTING ELECTRICAL TO REMAIN / I ROOM GARAGE >; EXISTING I EXISTING =t I 1 i I I I I FIRST FLOOR PLAN SCALE. 1/4" = 1'-0" — — Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulhaa Street Jacksonville Beach, Florida 32250 904704-8628 Email: jnoc-erby@att.net FL. AR -0017060 • FL. ID -4621 U m M CN zw CO (N LL Ll�W wm (D''=^^U vJ Z p CO p �— DATE ISSUED: JULY 12, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED, RENOVATION PLANS Al PERMIT SET EXISTING EXISTING x RESIDENCE DRIVE -I K LU rn z Z p 611 SF a Ii4DDITION A O �semervr _ —_ 35.4 15.5• .— _ — 3E' -9'r _ .— _ SIDE PROPER*j-y LINE ARCHITECTURAL SITE PLAN S5 1/�_ (la SHED FRONT ELEVATION r----------- -- SHED FLOOR PLAN a SG1E va• = 1 �-o• A3 CLG. a c�-0"OVERHAN x 4 \ b F.F. = 0 -- SHED SIDE ELEVATION SHED REAR ELEVATION A3 SCALE:1/6' = 1'.c. Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 PulEan Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 U M M Z ZN LU W M (� > U_ U ,_ W xQ X W W m (� _ _U Zo~ z D � `0 0- �- DATE ISSUED: JULY 12, 2018 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE IS HALF -SIZED. SHED PLAN AND ELEVATIONS A3 PERMIT SET GENERAL DEMOLITION NOTES 1. ALL DEMOLITION WORK TO BE PERFORMED UNDER G.C. CONTRACT. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS. 2. SURVEY EXISTING CONDITIONS OF THE BUILDING TO DETERMINE IF REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY TO ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING PRIOR TO COMMENCING ANY ADDITIONAL WORK FOR DIRECTION IF DEFICIENCIES ARE NOTED. 3. TURN OFF NECESSARY POWER AND UTILITIES PRIOR TO COMMENCING ANY DEMOLITION WORK. 4. ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED AND LEGALLY DISPOSED OF IN ACCORDANCE WITH APPLICABLE CODES. 5. PROTECT EXISTING ITEMS TO REMAIN. THESE ITEMS TO BE COORDINATED WITH THE OWNER PRIOR TO ANY DEMO WORK, 6. DEMO AND REMOVE EXISTING INTERIOR DOOR / DOOR FRAME / DOOR SILL / CASING UNLESS OTHERWISE NOTED (U.O.N) ON PLAN. 7, CUT OPENINGS NEATLY AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAINING OR ADJOINING CONSTRUCTION. 3 8. ANY FIRE EXTINGUISHERS TO BE REMOVED AND STORED FOR a 1O FUTURE USE. 9. AUTHORIZED CONSTRUCTION PERSONNEL ONLY WITHIN THE I Iz o CONSTRUCTION AREA. 10. WORK TO BE DONE IN SUCH A MANNER AS TO HAVE MINIMUM DISRUPTION TO ONGOING CITY BUSINESS AND PARKING LOT, 4 11. CODES AND REGULATIONS. COMPLY WITH GOVERNING CODES AND REGULATIONS. d 12. USE EXPERIENCED WORKERS. 13. OCCUPANCY: IMMEDIATE AREAS OF WORK MAY BE OCCUPIED DURING DEMOLITION BY THE HOME OWNERS. 14. DEMOLISH DESIGNATED IMPROVEMENTS AS NECESSARY TO IMPLEMENT RENOVATION PLAN. 15. IMPLEMENT POLLUTION CONTROL DURING BUILDING DEMOLITION. 16. HAZARDOUS MATERIALS: IF HAZARDOUS MATERIALS ARE NOTED THEY WILL BE REMOVED UNDER SEPARATE CONTRACT. NOTIFY OWNER IF HAZARDOUS MATERIAL IS DISCOVERED TO BE PRESENT. 17. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGE VALUE, NOT SPECIFIED ITEMS TO BE RETURNED TO OWNER, SHALL BE REMOVED FROM STRUCTURE. STORAGE OR SALE OF ITEMS IS PROHIBITED. 18. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITIES IN AREAS TO BE DEMOLISHED. 19. SHORING AND BRACING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING AND BRACING AS REQUIRED, 20. OCCUPIED SPACES: DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES, PARKING SPACES OR OTHER OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND THE AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES. ?7, RESTORATION: RESTORE FINISHES OF PATCHED AREAS. DEMOLITION KEY NOTES 1. REMOVE ALL WALL PARTITIONS INDICATED BY DASHED LINES, INCLUDING ALL GLAZING AND TRIM. 2. REMOVE ALL MILLWORK, INCLUDING ALL PLUMBING FIXTURES & APPLIANCES INDICATED BY DASHED LINES. 3. REMOVE ALL EXISTING FLOORING AND WALL FINISHES SHOWN FOR DEMOLITION ON THESE DRAWINGS. PATCH UNEVEN SURFACES AND PREPARE FOR NEW FINISHES. 4. REMOVE EXISTING DOOR/WINDOW AND FRAME. PREPARE FOR NEW WALL AND/OR OPENING AS SHOWN IN NEW PLAN. BEDROOM P.L CLOSET BEDROOM EXISTING EXISTING _ EXISTING REMaV� 8 INFILL EXISTING DO 4 I I I I OFFICE \ \ EXISTING PLAYROOM / EXISTING 11 �� / I I BEDROOM [STORAGE EXISTING IING III I II 111 o ° I ILL LIVING I I ROOM 1 LL 1 Z EXISTING B' CLG SECOND FLOOR DEMOLITION PLAN-; III ° SCALE: 1/4"=1'A" I i7 / MASTER BATH EXISTING I I EXISTING PSTEP -- 11I w KITCHEN I I \ EXISTING PREVIOUS EX '121OR NItI Biu = d WALLS TD BE RED REMOVE 1 STRUCTURALE EER TO \ REDESIGN W/B &INFILL (4 $'TO ALLOW FOR EXISTING 0007 \ &'CEILING HEI TO CONTINUE --� ADDITION 4'SLAB TO BEREMOVEp FINISHED FLOOR TO ALIGN WITH O» I REMO I(1) EXISTING LNF �COMFINISHED u I sHpwry I �1i LMTOF.-.QEM o I /CEPA NEW 4' STEP LOCATION -- ---I j 11 II''IL1IIy MASTER BATh I® I ® 0 Hr EXISTING IF J 11 MASTER II i 3 DINING OREMOVEALL KITCHEN I CLOSET REMoROOM i EXISTINGL�IIRLPAREF.R TINGVANITY II 1 3 NEWTR_Y LG TO BE © CABINETRYREMOVED AND I APPLIANCESCEILING HEIGHT I PLUMBING© TO BEINCREASE — J FIXTURES TO BE TO MAX POSSIBLE RELOCATED IN NEW KITCHEN ----------------- LOCATION / / f�—T1 FAMILY ROOM EXISTING — — — — — — — — — — I FIRST FLOOR DEMOLITION PLAN Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 PuHian Street Jacksom-lle Beach, Florida 32250 904-704-8628 Email: jnoverbyaattnet FL. AR -0017060 • FL. ID -4621 U co co ZW M W>J Q N U_ 0= W wW W m W =U U) p: ZoZ CIJ 00 `0 � �- NOTE: ® DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE 10 IS HALF -SIZED. U I ! I GARAGE EXISTING 1 ------ I I I I I I --� I I I IL iI L-------------� DEMOLITION PLANS D1 PERMIT SET I -1 co R'01 it EXISTING TOILET TO REMAEMAI / DATE ISSUED: / REMOVE / EXISTING TUB I JULY 12, 2018 PREPARE I FOR NEW NOTE: ® DO NOT SCALE DRAWINGS. IF PRINTED ON 11"X17" MEDIA, DRAWING SCALE 10 IS HALF -SIZED. U I ! I GARAGE EXISTING 1 ------ I I I I I I --� I I I IL iI L-------------� DEMOLITION PLANS D1 PERMIT SET