1291 BEACH AVE - INTERIOR REMODEL DRAWINGSA/C. -AIR CONDITIONER ON PAD
BAL. = BALCONY
B.O.H.= BUILDING OVERHANG/EAVE
FND. = FOUND.
S. F.N.F. = SEARCHED FOR NOTHING FOUND
ESM'T. = EASEMENT
CONC. = CONCRETE
COV. = COVERED
CO. = COUNTY
D.W. = DRIVEWAY
S/W = SIDEWALK
TR. = TRAIL
ST. = STATE
C.M. = CONCRETE MONUMENT
i = CENTERLINE
I = BOUNDARY LINE
I = PROPERTY LINE
9.= FLOW LINE
. = DEGREE OF ARC
L = ANGLE
±= MORE OR LESS
1 3 T H S T
ABBREVIATION & SYMBOL LEGEND
(D)= DEED
(P) = PLAT
(FM) = FIELD MEASURED
FEMA = FEDERAL EMERGENCY MANAGEMENT AGENCY
MON. = MONUMENT
I.P. = IRON PIPE
I.R. =IRON ROD
A = DELTA ANGLE
CHD. = CHORD
C.B. = CHORD BEARING
A = ARC LENGTH
R = RADIUS
(R) = RADIAL
(N.R.) = NON -RADIAL
R/W = RIGHT OF WAY MARGIN
(W) = WITNESS
F.F.E. = FINISH FLOOR ELEVATION
F.P.& L = FLORIDA POWER AND LIGHT
I.E.A. = JACKSONVILLE ELECTRIC AUTHORITY
1.E.A.E. =JACKSONVILLE ELECTRIC AUTHORITY
EASEMENT
N83'35'36"E
OCEAN AVEN
J.E.A.E.E. -JACKSONVILLE ELECTRIC AUTHORITY
EQUIPMENT EASEMENT
C,E.C.= CLAY ELECTRIC CO-OPERATIVE
C.C.U.A. = CLAY COUNTY UTILITY AUTHORITY
B.M, = BENCH MARK
B.R.L. BUILDING RESTRICTION LINE
J.W.L. =JURISDICTIONAL WETLANDS LINE
T.B.M. =TEMPORARY BENCH MARK
U.D. = UNDERDRAIN
U.G. = UNDERGROUND
U.D.E. = UNOBSTRUCTED DRAINAGE EASEMENT
U.G.E. - UNDERGROUND ELECTRIC
P.P. = POWER POLE
P.B. = PLAT BOOK
PG. = PAGE
U.P.= UTILITY POLE
G.P.S. = GLOBAL POSITIONING SURVEY
G.I.S. = GEOGRAPHIC INFORMATION SYSTEM
LAT. = LATITUDE NORTH
LON. = LONGITUDE WEST
P.C.C. = POINT OF COMPOUND CURVE
—j GU(ANCHDR [2 UTI LITY METER AS NOTED 7 FOUND CONCRETE MONUMENT AS NOTED L� FIRE HYDRANT 0 WELL
Q POWER POLE 0 FOUND SURFACE MONUMENT 1) SET REM &CAP, IS NO. 4257 iY FIRE DEPARTMENT CONNECTION OVERNEABPOWERUNE
POWER TRANSFORMER p FOUND CORNERS AS NOTED—_—x FE CE 'E- W — WATER METER WATER VALVE ADJACENT PROPEIM UNE
}Y LIGNf POST R CENTEWNE EN sR.O.W.
MAP SHOWING BOUNDARY SURVEY OF:
LOT 11 AND LOT 17, BLOCK 51, ATLANTIC BEACH, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA.
CORNER MONUMENT NOTE:
RECOVERED CORNERS ARE 1/2" IRON PIPES WITH NO CAP IDENTIFICATION UNLESS OTHERWISE NOTED.
CORNERS SET ARE 1/2" IRON RODS WITH CAP I.D. OF "PORTER-4257-
I
R E E T
-INTERSECTION
308.52
AT S. W.
FROM 2" I P'. " IRON PIPE iFM�
AND 13TH STREET TO "12
I
307.5' (P)
1
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I
I O
I �
I �
I �
I
I
I
I
RECOVERED 112' IRON
PIPE, CAP I.D. ILLEGIBLE
F.E.M.A. = FEDERAL EMERGNCY MANAGEMENT
AGENCY
P.T. - POINT OF TANGENCY
P.O.B. = POINT OF BEGINNIfG
P.O.C. = POINT OF COMMErEMENT
P.I. =POINT OF INTERSECTIOI
P.R.C. = POINT OF REVERSE NRVE
P.R.M. = PERMANENT REFEENCE MONUMENT
P.C.P. = PERMANENTCONTOL POINT
P.K.N. = PARKER KALON NAI
P.L.S. = PROFESSIONAL LANISURVEYOR
T.O.B. = TOP OF BANK
B.O.B. = BOTTOM OF BANK
E.O.W. = EDGE OF WATER
M.N. = MAGNETIC NAIL
M.T.S. = MINIMUM TECHNIA_ STANDARDS
NGVD29 = NATIONAL GEODMC VERTICAL DATUM OF
1929
NAVD88 = NORTH AMERICAI VERTICAL DATUM OF 1988
"X" - X -CUT IN CONCRETE
XFMR - TRANSFORMER
H = HORIZONTAL
V • VERTICAL
F.B. = FIELD BOOK
F.N. = FIELD NOTES
M
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RECEIVED
SEP 14 2018
BUilding Department
I HEREBYA CERTIFY TO: City Of Atlantic Beach, FL
CHRIS HIONIDES
THAT THE LANDS HEREIN WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND
DIRECTION, THAT THERE ARE NO OBSERVABLE ABOVE GROUND ENCROACHMENTS EXCEPT
AS SHOWN, AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS PURSUANT TO CHAPTER 472.027 / CHAPTER SJ-17.FLORIDA, STATUTES.
SURVEY NOTES: OFFICE COPY
1. BASIS OF BEARINGS: FIELD MEASURED BEARINGS REFER TO THE FLORIDA STATE PLANE GRID SYSTEM, EAST ZONE 901, NAD83, IN U.S. SURVEY FEET.
DEED BEARINGS ARE REFERENCED AND SHOWN AS (D). PLAT BEARINGS (IF ANY) AND DISTANCES ARE REFERENCED AND SHOWN THUS (D). �p00000000
2. UNDERGROUND UTILITIES AND/OR FOUNDATIONS, OR PLUMBNESS OF WALLS SERVING THIS OR ADJACENT PROPERTIES HAVE NOT BEEN LOCATED, SHOWN, OR p0 Op
DETERMINED. o° �� P 000
3. THERE MAY BE ESMT'S & CONDITIONS OF RECORD & NOT PART OF THIS RECORDED PLAT THAT HAVE NOT BEEN LOCATED OR SHOWN, WHICH MAY OR MAY o° 000000 ® Ao0
NOT AFFECT THE SUBJECT PROPERTY. o ° ®�$® o o�v �o
4. THIS SURVEY IS TO BE CONSIDERED INVALID IF MAP DOES NOT HAVE SURVEYORS ORIGINAL SIGNATURE AND AN EMBOSSED RAISED SURVEYORS 0
SEAL. oo CSD 0 �, 4257 ��. o o
S. LAST DATE OF FIELD SURVEY IS MARCH 1, 2018. LEGAL DESCRIPTION FURNISHED BY CLIENT AND NO ATTEMPT HAS BEEN MADE TO RESEARCH THE o TAS o 0 0
PUBLIC RECORDS FOR OTHER MATTERS OF TITLE. o c o o
6. THIS PROPERTY IS LOCATED IN FEMA FLOOD ZONE "A0-2 FOOT DEPTH" & "VE-ELEV. 14.0 [NAVD88)" AS DEPICTED ON FEMA FLOOD INSURANCE MAP
NO. 12031CO409H, DATED JUNE 3, 2013. oo STATE®� o ® o
7. NO ATTEMPT HAS BEEN MADE TO LOCATE OR DETERMINE THE STATUTE ORDINARY HIGH WATER LINE, JURISDICTIONAL LANDS OF THE STATE OR o o0 0°0 ���o
SOVEREIGN, NOR HAS THIS SURVEYOR MADE A DETERMINATION OF THE OWNERSHIP OF FENCES OR UTILITIES. o o° 0 0
8. ELEVATIONS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS USING THE TRIMBLE VIRTUAL REFERENCE NETWORK SOFTWARE AND A SPECTRA BO o ��®� °oOZ, 0R !`O- C°
GPS RECEIVER HAVING AN OBSERVATION PDOP 1.6 AND A VERTICAL PUBLISHED ERROR OF +/- 0.05'. gyp° ®� °°0°0°0° �� 00
SURVEYED BY: CP F.N. NO. 218062 PG'S 1-2 DRAWN BY: CEP CHECKED BY: CEP ORIGINAL MAPPING DATE: 03/02/2018
SURVEY AND MAP REVISED 03/05/18 TO SHOW ADDITIONAL RECOVERED CORNERS ON 03/03/2018.
0000000 0000W3
=24�6�5 S1TOCKTON DRIVE, FLEMING ISLAND, FL 32003
OFFICE: 904-234-5574 / cporter@porteriss.com
THIS 01(l,lTdl SFA/ 1C APIAlf; n1CPl dVP] RV PPRAAICCInN nC rwARI Pc P ono o 01 c
HIONIDIS RESIDENCE
NOVAT}ON
1299 BEACH AVE
ATLANTIC BEACH, FL 32233
APPLICABLE CODES:
THE PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE ITH THE FOUR VOLUMES OF THE FLORIDA
BUILDING CODE, 2014 EDITION
1) VOLUME 1 - BUILDING, WHICH INCLUDES ENERGY, ACCESSIBILITY ANDS ATE AGENCY REGULATIONS.
2) VOLUME 2 - PLUMBING
3) VOLUME 3 - MECHANICAL AND FUEL GAS
4) VOLUME 4 - THE NATIONAL ELECTRICAL CODE (STANDARD NFPA 70-2008)
5) FLORIDA FIRE PREVENTION CODE 5TH EDITION, NFPA 1 FIRE CODE 2012 DITION & NFPA 101 LIFE SAFETY CODE
2012 EDITION
BUILDING TYPE:
CONSTRUCTION TYPE: V UNPROTECTED
OCCUPANCY CLASS: R3
BUILDING DESCRIPTION:
PROJECT IS THE INTERIOR REMODELING OF A 2,113 (A/C) SQFT 2 BEDROOM
EXISTING HOUSE CONSISTS OF A WOOD FVRAMED FLOOR WITH CRAWLSP
BEARING WALLS AND A WOOD, CONVENTIONALLY FRAMED ROOF STRUCT
THE REMODEL CONSISTS OF THE REMOVAL IN MULTPILE NON -LOAD BEAR
AND PORCHES. NEW WALLS SHALL BE BUILT TO CREATE A NEW KITCHEN A
BEDROOM, AND DINING AREA. NEW EXTERIOR DOORS AND WINDOWS SH
REAR PORCH SHALL BE BUILT.
2 BATH, SINGLE STORY HOUSE. THE
CE AND WOOD STUD EXTERIOR LOAD -
RE.
IG WALLS, DOORS, AND EXTERIOR STAIRS
EA, MASTER BEDROOM SUITE, GUEST
LL BE ADDED AND A NEW FRONT AND
THIS PROJECT WILL USE THE COMPLIANCE METHOD 101.5.1 (FLORIDA BUILDING
CODE - EXISTING) ,PRESCRIPTIVE, THE
COMPLIANCE METHOD WHICH STATES: REPAIRS, ALTERATIONS, ADDITIONS
AND CHANGES OF OCCUPANCY
COMPLYING WITH CHAPTER 3 OF THIS CODE IN BUILDINGS COMPLYING WITH
THE 2010 FLORIDA FIRE PREVENTION
CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS
CODE. THIS PROJECT HAS BEEN
DESIGNED TO COMPLY WITH ALL PROVISIONS OF APPLICABLE CODES. THIS
PROJECT IS CLASSIFIED BY THE FLORIDA
BUILDING CODE (FBC) 2014 EXISTING BUILDING AS A LEVEL 2 ALTERATIONS,
WHICH INCLUDE THE RECONFIGURATION
OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, T14E
RECONFIGURATION OR EXTENSION OF
ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT.
NO STRUCTURAL SYSTEMS WILL BE AFFECTED BY THE REMODEL.
AREAS:
CONDITIONED = 2,113 SQFT
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GENERAL NOTES:
1) ALL PRODUCTS SELE_TED BY CONTRACTOR MUST BE INCLUDED IN THE FLORIDA
PRODUCT APPROVAL LIST (APPROVAL INFORMATION TO BE SUBMITTED UPON
REQUREST BY CONTRACTOR) & MUST BE INSTALLED IN STRICT ACCORDANCE W/
MANUFACTURER'S REQUIREMENTS.
2) PRODUCTS THAT SHALL CONFORM TO NOTE NUMBER ONE INCLUDE (BUT NOT
LIMITED TO) METAL ST JDS, STEEL REBAR, EIFS FINIDSH, WOOD STUDS, METAL
FLASHING, PEEL & STICK MOISTURE BARRIER, PAINT, VAPOR BARRIER,
ARCHITECTURAL FOAM SHAPES, CAST IN PLACE CONCRETE, & DOORS.
3) CONTRACTOR IS TO SUBMIT SAMPLES OF ALL SELECTED PRODUCTS TO OWNER
FOR APPROVAL.
4) CONTRACTOR 1S TO CONTACT ARCHITECT IMMEDIATELY IF THERE ARE ANY
DISCREPENCIES BETWE N PLANS, SECTIONS, AND/OR DETAILS.
WOOD FRAMING N )TES:
1) ALL WOOD TO BE S P #2.
2) ALL WOOD FRAMIN HAS BEEN DESIGNED IN ACCORDANCE WITH "NATIONAL
DESIGN SPECIFICATIO (NDS) FOR WOOD CONSTRUCTION," 2012 EDITION.
3) SOUTHERN YELLOW PINE MEMBER DESIGN INCORPORATES DESIGN VALUES FOR
ALL SIZES AND GRADES OF VISUALLY GRADED SOUTHERN YELLOW PINE
DIMENSION LUMBER P _R "SUPPLEMENT NO. 13 TO THE 2002 STANDARD GRADING
RULES FOR SOUTHERN PINE LUMBER," PUBLISHED BY THE SOUTHERN PINE
INSPECTION BUREAU (PIB).
4) ALL WOOD MEMBE S EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,
CONCRETE OR SOIL SHALL BE TREATED WITH AN APPROPRIATE PRESERVATIVE
SUITABLE FOR THE EXPOSURE CONDITIONS.
5) IF ACQ TREATMENTS USED ON ANY WOOD MEMBER, THEN ALL NAILING SHALL
REQUIRE HOT -DIPPED ALVANIZED NAILS MEETING ASTM A153, CLASS C, OR
ASTM B695, CLASS 50. IF BORATE TREATMENT IS USED THEN GALVANIZING IS NOT
REQUIRED.
6) ALL GABLE ENDS SHALL BE BALLOON FRAMED OR BRACED IN ACCORDANCE
WITH THE APPLICABLE DETAIL AS SHOWN IN THE DRAWINGS.
7) ROOF AND WALL SHEATHING NAILING PATTERNS TO BE 8D COMMON NAILS @
6" ON THE EDGE AND 2" IN THE FIELD. SHEAR WALL SHEATHING SHALL BE 8D
COMMON NAILS @ 3" C. ON THE EDGE AND 6" IN THE FIELD. EXTERIOR FINISH
SHALL BE INSTALLED P _R MFG RECOMMENDATIONS AND PRODUCT APROVAL
NUMBER.
JAMB FLASHING
EXTEND JA�B FLASHING TO
OVERLAP SILL FLASHING
HEAD FLASHING
EXTEND 1" BEYOND J4ING
FLASH
10
SILL FLAS
VAPOR BARRIER
AT A 45 DEGREE ANGLE CUT THE VAPOR
BARRIER ON A DIAGONAL.
RAISE THE TOP EDGE OF THE BARRIER UP &
TAPE THE TOP CORNERS & CENTER TO THE
EXTERIOR VAPOR BARRIER ABOVE.
j 1) IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE
{ WALL WOR NG TOWARDS THE TOP, INSTALL THE VAPOR BARRIER
{ TO THE FACE OF THE SHEATHING.
2) APPLY SILL FLASHING.
3) APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET
WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION.
4) APPLY BEAD OF SEALANT AT SIDE JAMBS EXTEND 8'/z".
5) APPLY JAMB FLASHING.
6) APPLY BEAD OF SEALANTAT HEAD.
7) APPLY HEAD FLASHING.
8) REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING VAPOR BARRIER
TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE
OVER DIAGONAL CUT.
PROICT LOCATION
FLASHING DETAIL
1
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DF WINDOW
ALANT
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CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
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GENERAL NOTES:
1) ALL PRODUCTS SELE_TED BY CONTRACTOR MUST BE INCLUDED IN THE FLORIDA
PRODUCT APPROVAL LIST (APPROVAL INFORMATION TO BE SUBMITTED UPON
REQUREST BY CONTRACTOR) & MUST BE INSTALLED IN STRICT ACCORDANCE W/
MANUFACTURER'S REQUIREMENTS.
2) PRODUCTS THAT SHALL CONFORM TO NOTE NUMBER ONE INCLUDE (BUT NOT
LIMITED TO) METAL ST JDS, STEEL REBAR, EIFS FINIDSH, WOOD STUDS, METAL
FLASHING, PEEL & STICK MOISTURE BARRIER, PAINT, VAPOR BARRIER,
ARCHITECTURAL FOAM SHAPES, CAST IN PLACE CONCRETE, & DOORS.
3) CONTRACTOR IS TO SUBMIT SAMPLES OF ALL SELECTED PRODUCTS TO OWNER
FOR APPROVAL.
4) CONTRACTOR 1S TO CONTACT ARCHITECT IMMEDIATELY IF THERE ARE ANY
DISCREPENCIES BETWE N PLANS, SECTIONS, AND/OR DETAILS.
WOOD FRAMING N )TES:
1) ALL WOOD TO BE S P #2.
2) ALL WOOD FRAMIN HAS BEEN DESIGNED IN ACCORDANCE WITH "NATIONAL
DESIGN SPECIFICATIO (NDS) FOR WOOD CONSTRUCTION," 2012 EDITION.
3) SOUTHERN YELLOW PINE MEMBER DESIGN INCORPORATES DESIGN VALUES FOR
ALL SIZES AND GRADES OF VISUALLY GRADED SOUTHERN YELLOW PINE
DIMENSION LUMBER P _R "SUPPLEMENT NO. 13 TO THE 2002 STANDARD GRADING
RULES FOR SOUTHERN PINE LUMBER," PUBLISHED BY THE SOUTHERN PINE
INSPECTION BUREAU (PIB).
4) ALL WOOD MEMBE S EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,
CONCRETE OR SOIL SHALL BE TREATED WITH AN APPROPRIATE PRESERVATIVE
SUITABLE FOR THE EXPOSURE CONDITIONS.
5) IF ACQ TREATMENTS USED ON ANY WOOD MEMBER, THEN ALL NAILING SHALL
REQUIRE HOT -DIPPED ALVANIZED NAILS MEETING ASTM A153, CLASS C, OR
ASTM B695, CLASS 50. IF BORATE TREATMENT IS USED THEN GALVANIZING IS NOT
REQUIRED.
6) ALL GABLE ENDS SHALL BE BALLOON FRAMED OR BRACED IN ACCORDANCE
WITH THE APPLICABLE DETAIL AS SHOWN IN THE DRAWINGS.
7) ROOF AND WALL SHEATHING NAILING PATTERNS TO BE 8D COMMON NAILS @
6" ON THE EDGE AND 2" IN THE FIELD. SHEAR WALL SHEATHING SHALL BE 8D
COMMON NAILS @ 3" C. ON THE EDGE AND 6" IN THE FIELD. EXTERIOR FINISH
SHALL BE INSTALLED P _R MFG RECOMMENDATIONS AND PRODUCT APROVAL
NUMBER.
JAMB FLASHING
EXTEND JA�B FLASHING TO
OVERLAP SILL FLASHING
HEAD FLASHING
EXTEND 1" BEYOND J4ING
FLASH
10
SILL FLAS
VAPOR BARRIER
AT A 45 DEGREE ANGLE CUT THE VAPOR
BARRIER ON A DIAGONAL.
RAISE THE TOP EDGE OF THE BARRIER UP &
TAPE THE TOP CORNERS & CENTER TO THE
EXTERIOR VAPOR BARRIER ABOVE.
j 1) IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE
{ WALL WOR NG TOWARDS THE TOP, INSTALL THE VAPOR BARRIER
{ TO THE FACE OF THE SHEATHING.
2) APPLY SILL FLASHING.
3) APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET
WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION.
4) APPLY BEAD OF SEALANT AT SIDE JAMBS EXTEND 8'/z".
5) APPLY JAMB FLASHING.
6) APPLY BEAD OF SEALANTAT HEAD.
7) APPLY HEAD FLASHING.
8) REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING VAPOR BARRIER
TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE
OVER DIAGONAL CUT.
PROICT LOCATION
FLASHING DETAIL
1
LASHING ON THE
DF WINDOW
ALANT
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REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
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ESIDENCE
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BEACH
COMPLIANCE METHOD WHICH STATES: REPAIRS, ALTERATIONS, ADDITIONS
AVE
ATLANTIC
WITH THE 2010 FLORIDA FIRE PREVENTION
CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISI
NS OF THIS CODE. THIS PROJECT HAS BEEN
DESIGNED TO COMPLY WITH ALL PROVISIONS OF APPLICABLE CODES.
THIS PROJECT IS CLASSIFIED BY THE FLORIDA
BUILDING CODE (FBC) 2014 EXISTING BUILDING AS A LEVEL 2 ALTERATIONS,
BEA(]H,
OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW,
THE RECONFIGURATION OR EXTENSION OF
ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIP
ENT.
FL
32233
APPLICABLE CODES:
THE PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE FOUR VOLUMES OF THE FLORIDA
BUILDING CODE, 2014 EDITION
1) VOLUME 1 - BUILDING, WHICH INCLUDES ENERGY, ACCESSIBILIlY AND STATE AGENCY REGULATIONS.
2) VOLUME 2 - PLUMBING
3) VOLUME 3 - MECHANICAL AND FUEL GAS
4) VOLUME 4 -THE NATIONAL ELECTRICAL CODE (STANDARD NFP 70-2008)
5) FLORIDA FIRE PREVENTION CODE 5TH EDITION, NFPA 1 FIRE CO E 2012 EDITION & NFPA 101 LIFE SAFETY CODE
2012 EDITION
BUILDING TYPE:
CONSTRUCTION TYPE: V UNPROTECTED
OCCUPANCY CLASS: R3
BUILDING DESCRIPTION:
PROJECT IS THE INTERIOR REMODELING OF A 2,113 (A/C) SQFT 2 BEDROOM, 2 BATH, SINGLE STORY HOUSE. THE
EXISTING HOUSE CONSISTS OF A WOOD FVRAMED FLOOR WITH CRAWLSPACE AND WOOD STUD EXTERIOR LOAD-
BEARING WALLS AND A WOOD, CONVENTIONALLY FRAMED ROOF STRUCTURE.
THE REMODEL CONSISTS OF THE REMOVAL IN MULTPILE NON -LOAD BEARING WALLS, DOORS, AND EXTERIOR STAIRS
AND PORCHES. NEW WALLS SHALL BE BUILT TO CREATE A NEW KITCHEN AREA, MASTER BEDROOM SUITE, GUEST
BEDROOM, AND DINING AREA. NEW EXTERIOR DOORS AND WINDOWS SHALL BE ADDED AND A NEW FRONT AND
REAR PORCH SHALL BE BUILT.
THIS PROJECT WILL USE THE COMPLIANCE METHOD 101.5.1 (FLORIDA
BUILDING CODE - EXISTING) ,PRESCRIPTIVE, THE
COMPLIANCE METHOD WHICH STATES: REPAIRS, ALTERATIONS, ADDITIONS
AND CHANGES OF OCCUPANCY
COMPLYING WITH CHAPTER 3 OF THIS CODE IN BUILDINGS COMPLYING
WITH THE 2010 FLORIDA FIRE PREVENTION
CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISI
NS OF THIS CODE. THIS PROJECT HAS BEEN
DESIGNED TO COMPLY WITH ALL PROVISIONS OF APPLICABLE CODES.
THIS PROJECT IS CLASSIFIED BY THE FLORIDA
BUILDING CODE (FBC) 2014 EXISTING BUILDING AS A LEVEL 2 ALTERATIONS,
WHICH INCLUDE THE RECONFIGURATION
OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW,
THE RECONFIGURATION OR EXTENSION OF
ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIP
ENT.
NO STRUCTURAL SYSTEMS WILL BE AFFECTED BY THE REMODEL.
AREAS:
CONDITIONED = 2,113 SQFT
CL
a
3th St
12,
{ 0 Vacations Trips n T
Fish Hunter Charters
PROJECT LOCATION
0
SHEET LIST
ID I TITLE
4 A301 ISURVEY
A303 POWER & PLUMBING PLANS
GENERAL NOTES:
1) ALL PRODUCTS SELECTED BY CONTRACTOR MUST BE INCLUDED IN THE FLORIDA
PRODUCT APPROVAL LIST (APPROVAL INFORMATION TO BE SUBMITTED UPON
REQUREST BY CPNTRACTOR) & MUST BE INSTALLED IN STRICT ACCORDANCE W/
MANUFACTURER'S REQUIREMENTS.
2) PRODUCTS THAT SHALL CONFORM TO NOTE NUMBER ONE INCLUDE (BUT NOT
LIMITED TO) METAL STUDS, STEEL REBAR, EIFS FINIDSH, WOOD STUDS, METAL
FLASHING, PEEL & STICK MOISTURE BARRIER, PAINT, VAPOR BARRIER,
ARCHITECTURA FOAM SHAPES, CAST IN PLACE CONCRETE, & DOORS.
3) CONTRACTO � IS TO SUBMIT SAMPLES OF ALL SELECTED PRODUCTS TO OWNER
FOR APPROVAL„
4) CONTRACTOR IS TO CONTACT ARCHITECT IMMEDIATELY IF THERE ARE ANY
DISCREPENCIES'BETWEEN PLANS, SECTIONS, AND/OR DETAILS.
WOOD FRAMING NOTES:
1) ALL WOOD T�p BE SYP #2.
2) ALL WOOD FkAMING HAS BEEN DESIGNED IN ACCORDANCE WITH "NATIONAL
DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION," 2012 EDITION.
3) SOUTHERN YELLOW PINE MEMBER DESIGN INCORPORATES DESIGN VALUES FOR
ALL SIZES AND GRADES OF VISUALLY GRADED SOUTHERN YELLOW PINE
DIMENSION LUMBER PER "SUPPLEMENT NO. 13 TO THE 2002 STANDARD GRADING
RULES FOR SOUTHERN PINE LUMBER," PUBLISHED BY THE SOUTHERN PINE
INSPECTION BUREAU (SPIB).
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,
CONCRETE OROIL SHALL BE TREATED WITH AN APPROPRIATE PRESERVATIVE
SUITABLE FOR THE EXPOSURE CONDITIONS.
5) IF ACQ TREATMENT IS USED ON ANY WOOD MEMBER, THEN ALL NAILING SHALL
REQUIRE HOT -DIPPED GALVANIZED NAILS MEETING ASTM A153, CLASS C, OR
ASTM B695, CLASS 50. IF BORATE TREATMENT IS USED THEN GALVANIZING IS NOT
REQUIRED.
6) ALL GABLE ENDS SHALL BE BALLOON FRAMED OR BRACED IN ACCORDANCE
WITH THE APPLICABLE DETAIL AS SHOWN IN THE DRAWINGS.
7) ROOF AND WALL SHEATHING NAILING PATTERNS TO BE 8D COMMON NAILS @
6" ON THE EDG�_ AND 12" IN THE FIELD. SHEAR WALL SHEATHING SHALL BE 8D
COMMON NAILS @ 3" O.C. ON THE EDGE AND 6" IN THE FIELD. EXTERIOR FINISH
SHALL BE INSTALLED PER MFG RECOMMENDATIONS AND PRODUCT APROVAL
NUMBER.
JAMB FLASHING
EXTEND JAMB FLASHING TO
OVERLAP SILL FLASHING
HEAD FLASHING
EXTEND 1" BEYOND JAMB
FLASHING
I
SILL FLAS
IV
'OR BARRIER
\ 45 DEGREE ANGLE CUT THE VAPOR
RIER ON A DIAGONAL.
PJ�ISE THE TOP EDGE OF THE BARRIER UP &
TAPE THE TOP CORNERS & CENTER TO THE
EXTERIOR VAPOR BARRIER ABOVE.
1) IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE
WALL WORKING TOWARDS THE TOP, INSTALL THE VAPOR BARRIER
TO THE FACE OF THE SHEATHING.
2) APPLY SILL FLASHING.
3) APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET
WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION.
4) Z�PLY
'PLY BEAD OF SEALANT AT SIDE JAMBS EXTEND 8'/z".
5) JAMB FLASHING.
6) APPLY BEAD OF SEALANTAT HEAD.
7) APPLY HEAD FLASHING.
8) R�IMOVE PREVIOUSLY APPLIED TAPE, ALLOWING VAPOR BARRIER
TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE
OVER DIAGONAL CUT.
FLASHING DETAIL
C('�AI F• 1/A" - 1'_fl"
LASHING ON THE
DF WINDOW
4LANT
0 2' 4' 8'
ADDED SHEET
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1) ELECTRICAL SUB -CONTRACTOR TO PROVIDE CALCS,
i IA 1 BEDROOM 2
..........
DIAGRAMS, AND SCHEDULES AS REQUIRED BY FBC 2014.
2) ALL INT & EXT PERMANENT LIGHT FIXTURES SHALL
W03
HAVE CFL/LED BULBS PER CODE.
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REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0'
20 2' a' a'
i
— - — - — - — - — - — - — - — - — - - — - — - - — - — - - — - — - —I- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - —
PROPOSED FLOOR PLAN
SCALE: 1/4" = 1'-0„ 0 2' a' a _ — I 1/2" OSB SHEATHING W/ VAPOR BARRIER
MEd, 1/2" OSB SHEATHING W/ VAPOR BARRIER ' 2x4 STUD WALL W/ R-19 BATT INSULATION
�--- 2x4 STUD WALL W/ R-19 BATT INSULATION I><�- STUCCO FINISH
STUCCO FINISH 1/2" DRYWALL
DOOR &WINDOW NOTES: --------HEADER SPAN TABLE KING & JACK STUD SCHEDULE
1) ALL DOORS TO BE SELECTED BY OWNER. i 1/2" DRYWALL ' HEADER (SEE SCHEDULE)
2) ALL DOORS TO BE INSTALLED IN STRICT ACCORDANCE W/OPE ING SILL PLATES MIN FASTENER (EACH END) OPENING JACK KING , HEADER (SEE SCHEDULE) I METAL FLASHING
MANUFACTURER'S REQUIREMENTS. 2-2X6 SYP #2 f
3) ALL INTERIOR DOORS IN NON -LOAD BEARING WALLS TO HAVE DBL 2x4 0'-0" T-6" 5-16D TOE NAILS 0'-0" T-6" 1 2 I METAL FLASHING I 2x4 VINYL TRIM
HEADER &JAMBS. TPL P 2x6 WALL ' 2x4 VINYL TRIM 1 x4 TRIM
4) ALL INTERIOR DOORS TO BE RESIDENTIAL GRADE, PRE -HUNG, WOOD WINDOW SILL SCHEDULE
1x4 TRIM , WINDOW FRAME, SHIM TO FIT
FRAME DOORS.
5) ALL OPENINGS TO HAVE 6" MIN. OF PEEL & STICK WATERPROOFING OPENING SILL PLATES MIN FASTENER (EACH END) �, DOOR FRAME, SHIM TO FIT
AROUND EDGES.
OFFICE COPY
6) FIELD VERIFY ALL OPENINGS. O' -O" 4'-4" 1-2x4 SYP #2 4-12D TOE NAILS
7} GLAZING IN DOORS, WHETHER FIXED OR OPERABLE, SHALL BE , DOOR HEAD DETAIL , 4 WINDOW HEAD DETAIL
TEMPERED..
SCALE: 1 1/2"- 1'-0" o s" 12"18"SCALE: 1 112" 1' 0„ o s'• 12„ 1$„
Lu
DOOR SCHEDULE
D01
6°x68
EXT DBL GLASS SWI GING
D02
30x68
EXT GLASS SWINGIN W/
SIDELITES
D03
61x68
INT GLASS DBL SWINGI G
W/ SIDELITES
D04
28x6$
INT SWINGING
D05
26x68
INT SWINGING
D06
2°x68
INT SWINGING
D07
26x68
INT POCKET
D08
4°x68
INT BI -FOLD
D09
7°x68
INT CASED OPENING
>
WINDOW SCHEDULE
W01
26x66
FIXED
W02
36x5°
SINGLE HUNG
W03
20x5°
SINGLE HUNG
W04
26x3°
FIXED
W05
71x4°
CASED OPENING
' I .
1) ELECTRICAL SUB -CONTRACTOR TO PROVIDE CALCS,
i IA 1 BEDROOM 2
..........
DIAGRAMS, AND SCHEDULES AS REQUIRED BY FBC 2014.
2) ALL INT & EXT PERMANENT LIGHT FIXTURES SHALL
W03
HAVE CFL/LED BULBS PER CODE.
m
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O
NEW 2x6 W O
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STU D
WALL W/ INSULATION
1Ln ,
REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0'
20 2' a' a'
i
— - — - — - — - — - — - — - — - — - - — - — - - — - — - - — - — - —I- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - —
PROPOSED FLOOR PLAN
SCALE: 1/4" = 1'-0„ 0 2' a' a _ — I 1/2" OSB SHEATHING W/ VAPOR BARRIER
MEd, 1/2" OSB SHEATHING W/ VAPOR BARRIER ' 2x4 STUD WALL W/ R-19 BATT INSULATION
�--- 2x4 STUD WALL W/ R-19 BATT INSULATION I><�- STUCCO FINISH
STUCCO FINISH 1/2" DRYWALL
DOOR &WINDOW NOTES: --------HEADER SPAN TABLE KING & JACK STUD SCHEDULE
1) ALL DOORS TO BE SELECTED BY OWNER. i 1/2" DRYWALL ' HEADER (SEE SCHEDULE)
2) ALL DOORS TO BE INSTALLED IN STRICT ACCORDANCE W/OPE ING SILL PLATES MIN FASTENER (EACH END) OPENING JACK KING , HEADER (SEE SCHEDULE) I METAL FLASHING
MANUFACTURER'S REQUIREMENTS. 2-2X6 SYP #2 f
3) ALL INTERIOR DOORS IN NON -LOAD BEARING WALLS TO HAVE DBL 2x4 0'-0" T-6" 5-16D TOE NAILS 0'-0" T-6" 1 2 I METAL FLASHING I 2x4 VINYL TRIM
HEADER &JAMBS. TPL P 2x6 WALL ' 2x4 VINYL TRIM 1 x4 TRIM
4) ALL INTERIOR DOORS TO BE RESIDENTIAL GRADE, PRE -HUNG, WOOD WINDOW SILL SCHEDULE
1x4 TRIM , WINDOW FRAME, SHIM TO FIT
FRAME DOORS.
5) ALL OPENINGS TO HAVE 6" MIN. OF PEEL & STICK WATERPROOFING OPENING SILL PLATES MIN FASTENER (EACH END) �, DOOR FRAME, SHIM TO FIT
AROUND EDGES.
OFFICE COPY
6) FIELD VERIFY ALL OPENINGS. O' -O" 4'-4" 1-2x4 SYP #2 4-12D TOE NAILS
7} GLAZING IN DOORS, WHETHER FIXED OR OPERABLE, SHALL BE , DOOR HEAD DETAIL , 4 WINDOW HEAD DETAIL
TEMPERED..
SCALE: 1 1/2"- 1'-0" o s" 12"18"SCALE: 1 112" 1' 0„ o s'• 12„ 1$„
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A301
MAP SHOWING BOUNDARY SURVEY OF:
LOT 11 AND LOT 17, BLOCK 51, ATLANTIC BEACH, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA.
CORNER MONUMENT NOTE:
RECOVERED CORNERS ARE 1/2" IRON PIPES WITH NO C IDENTIFICATION UNLESS OTHERWISE NOTED.
CORNERS SET ARE TJ2+ IRON RODS WITH CAP I.D. OF -PIE ITER -4257'
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PIPE,
A/C. =AIR CONDITIONER ON PAO
SAL. • BALCONY
B.D.H. = BUILDING OVERKANGOVC
END, •FOUND-
SY N.F. = SEARCHED FOR NOTHING FOUND
ESM'T. • EASEMENT
CONC. • CONCRETE
COV. COHERED
CO. - COUNTY
DW, • DRIVEWAY
SAW=SIDEWALK
TR.=TRAIL
IT, -S ATE
LM, = CONCRETE MONUMENT
L=CENTERLINE
L• BOUNDARY LINE
E=PROPCRTYUNC
E=FLOW UNE
= DEGREE OE ABC
2 = ANGLE
MORE OR LESS
ABBREVIATION & SYMBOL LEGEND
(O DEED
(P) PUT
(EN =HELD MEASURED
FEN A=FEDERAL EMERGENCY MANAGEMENT AGENCY
MCA MONUMENT
I.P. IRON PIPE
I IT IRON ROD
A= CLTAANGLC
CNI =CHORD
C. =CHORD BEARING
A = ' RC LENGTH
R- ADIUS
RI RAD AL
NONAADIAL
FF= FINISH FLEXOR FIEF—ON
F.P L= HONDA POMTR A' ID LIGHT
1 C.. =JACKSONVILLE ELECTRIC AUE""P' Y
J.E..E. • JALYSONVLLE ELfCTP.ICAUTNORIfY
SITE F
1 SCAT F- 1" ='
LAN
LEAF E = JACKSONVILLE ELECTRIC AUTHORITY
EOUIPMENT EASEMENT
C.E C.+CLAY ELECTRIC CO-OPEMTNE
CC LA = CLAY COUNTY UMJEY AUTHORITY
BEM. . BENCH MARK
BILL BUILDING RESTRICTION UNE
1W.L+JURISDICTIONAL WETLNDS UNE
T B M. -TEMPORARY BCNOI MARK
WE • LIN MAIN
LEG = UNDERGROUND
UDF.+ UNOBSTRUCTED DRARUGE EASEMENT
U GE • UNDERGROUND ELECTRIC
P.P. • POLAR POLE
P.B=PUT BOOK
FS = PAGE
UP -UTILITY POLE
SPS • GLOBAL PO]TTIONING SURVEY
G.Li • GEOGRAPHIC INFORMATION SYSTEM
LAT. =LATITUDE NORTH
LOW •LONGOUDEWEST
►SL•PONTOFCONPOUNDCUNE
,.—
FE. M.A. = FEDERAL E W RGENCA MANAGEMENT
AGENCY
P.T. = POINT OF TANGENCY
P.O.B. =POINT OF BEGINNING
P.O.C. = PCM OF COMMENCEMENT
P.I. POINT Of INTE W. ECTION
P.R.C. +POINT OF REVERSE CURVE
PGR-M--PCRMANCNTRCFCRCNCEkO WNT
P.0 P. = PERMANCNT CONTROL POINT
P. N. • PARKER KALON NAR
P.L.S. = PROFESSIONAL WAD SURVENOR
T.0 B =TOP OF BANK
B.O.B. = BOTTOM OF BANK
E.O.W.=EDGE OF WATER
M.N. = MAGNETIC NAIL
MTS -=MINIMUM TECHNICAL STANDARDS
NGVDN =NATIONAL GEODETIC VERTICAL DATUM OF
1929
NAVDBR = IIORTH AM ERI(AN VERTICAL DATUM OF 19RR
•"=Y TIT IN CONCRE TE
XI NIR = I RAN ECHMER
H = HORIZONTAL
V=VERTICAL
F.B.=FIEIDSOOK
F.N.=DELDNOTES
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CERTIFICATION :
I HEREBY CERTIFY TO
CHRIS NTONEDE9
THATTHE LANDSHEREINWERE SURVEYED UNDER FAY RESPONSIBLESUPERVISION AND
DIRECTION, THAT THERE APE NO OBSERVABLE ABOVE GROUND ENCROACHMENTS EXCEPT
AS SHOWN, AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS PURSUANT TOCHA.PTER 472.027 /CHAPTER S1-17.FLORIOA, STATUTE$.
1 I
I I SURVEY NOTES
1. BASIS OF BEARINGS: FIELD MEASURED BEARINGS RFFER TO THE FLORIDA STATE PLANE GRID SYSTEM, EAST ZONE IIBI, NADR.9, IN U.B. SURVEY FEET.
I D® BEARINGS ME REFERENCED AND SHOWN AS (D). PLAT BEARINGS (IF ANY) AND DISTANCES ARE REFERENCED AND SHOWN THUS (D).
1 2. UNDERGROUND UTILITIES AND/OR FOUNDATIONS. OR PLUMBNESS OF WALLS SERVING THIS OR ADJACENT PROPERTIES HAVE NOT BEEN LOCATED, SHOWN,
I DETERMINED,
3. THERE MAY BE ESMT'S & CONDITIONS OF RECORD & NOT PART OF THIS RECORDED PLAT THAT HAVE NOT BEEN LOCATED OR SHOWN, WHICH MAY OR MAY
NOT AFFECT THE SUBJECT PROPERTY.
1 4. THIS SURVEY IS TO BE CONSIDERED INVALED IF NAP DOES NOT HAVE SURVEYORS ORIGINAL SIGNATURE AND AN EMBOSSED RAISED SURVEYORS
SEAL..
I ' 5. LASE DATE OF FIELD SURVEY IS MARCH I, 2018. LEGAL DESCRIPTION FURNISHED BY CLIENT AND NO ATTEMPT HAGS BEEN MADE TO RESEARCH THE
I I PUBLIC RECORDS FOR OTHER MATTERS OF TITLE.
11 6. THIS PROPERTY IS LOCATED IN FEMA FLOOD ZONE -AO3 FOOT DEPTH' I'VE-ELEV. 14.0 [NAVD881- AS DEPICTED ON FEMA FLOOD INSURANCE MAP
NO. 12031CIIAC", DATED JUNE 3, 2013.
I 7. NO ATTEMPT HAS BEEN MADE TO LOCATE OR DETERMINE THE STATUTE ORDINARY HIGH WATER LINE, IURISOICTIONAL LANDS OF, THE STATE OR
i SOVEREIGN, NOR NAS THIS SURVEYOR MADE A DETERMINATION OF THE OWNERSHIP OFFENCES OR UTILUIES.
L B. ELEVATIONS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS USING THE TRIMBLE VIRTUAL REFERENCE NETWORK SOFTWARE AND A SPECTRA 80
GPS RECEIVER HAVING AN OBSERVATION POOP 1.6 AND A VERTICAL PUBLISHED ERROR OF +/- 0.05'.
SURVEYED BY: CP F.N. NO. 218062 PG'S 1-2 DRAWN BY: CEP CHECKED BY: CEP ORIGINAL MAPPING DATE' 03/02/2018
SURVEY AND MAP REVISED 03/05/18 TO SHOW ADDITIONAL RECOVERED CORNERS ON 03A03/2018.
V0p000000000000�
CHARLES E. PORTER
2155 STOCKTON DRIVE, fLB1ING LSLAND, FL 32003
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PLUMBING NOTES:
1) PLUMBING SUB -CONTRACTOR TO PROVIDE CALCS, SIZING, AND
DRAWINGS AS REQUIRED BY FBC 2014.
2) VERIFY LOCATION OF SANITARY FOR CONNECTION.
3) COORDINATE TRENCHES W/ PLUMBING CONTRACTOR FOR FINAL
PLUMBING RUNS.
4) INSTALL ALL PLUMBING FIXTURES TO MEET FLORIDA PLUMBING CODE.
5) ALL NEW SUPPLY LINES TO BE 1/2" AND OF ANY MATERIAL PERMTTED
BY CODE. CONNECT TO EXISTING SUPPLY LINES.
6) PLANS ARE SCHEMATIC AND FOR INTENT PURPOSES ONLY. RUNS
SHALL BE DETERMINED IN FIELD.
1
OFFICE COPY
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MIN FASTENER (EACH END)
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7) GLAZING IN DOORS, WHETHER FIXED OR OPERABLE, SHALL BE
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SCALE: 11l2"= 1'-0"
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•
OFFICE COPY
REVISION
BP# 2FS/?- 03//
DATE/ 3_j Zoo
SIGNED
RECEIVED
SEP 1 4 2018
ui(dinq Department
City of A�un'c ie� 1, FL
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2x6 P.T. LEDGER ANCHORED W/ 2-
3/8" � BOLTS @ 48" O.C.
•
OFFICE COPY
REVISION
BP# 2FS/?- 03//
DATE/ 3_j Zoo
SIGNED
RECEIVED
SEP 1 4 2018
ui(dinq Department
City of A�un'c ie� 1, FL
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