831 Beach Ave RES23-0016 ARCH DWGS REVISION 3-31-23PLAN 4 ENE AL NOTES
GENERAL NOTES (STRUCTURAL NOTES PREVAIL):
1, BUILDING MUST COMPLY WITH ALL STATE AND LOCAL BUILDING CODES, ORDINANCES,
AND REGULATIONS PERTAINING TO THE CONSTRUCTION OF A SINGLE FAMILY RESIDENCE,
2. CONSTRUCTION OF BUILDING SHALL COMPLY WITH THE FLORIDA BUILDING CODE -1th Ed, - RESIDENTIAL,
3, WATER 4 SEWER CONNECTIONS SHALL BE PUBLIC AND COMPLY WITH ALL REQUIREMENTS OF THE
STATE OF FLORIDA, VERIFY IF SEPARATE PERMITS REQUIRED,
4, ALL FINAL GRADES SHALL SLOPE AWAY FROM THE STRUCTURE FOR A MINIMUM OF a' FROM THE SLAB,
SOIL:
1, ALL FOOTINGS SHALL BE AT A DEPTH TO MEET LOCAL CODES,
2, ALL SOIL BELOW SLABS SHALL BE COMPACTED A5 NECESSARY TO PROVIDE A SUITABLE AND
STABLE BASE FOR SLAB,
3, ALL FILL REQUIRED TO BE USED FOR SLAB OR FOOTINGS SHALL BE CLEAN, DRAINING AND FREE
OF DEBRIS,
CONCRETE:
1, FOOTINGS - 3,000 PSI a 2a DAYS, TYPE II CONCRETE,
2. SLABS - 2,500 P51 @ 2a DAYS, TYPE 11 CONCRETE, 4" THICK ON romi I VAPOR BARRIER,
3, WALKS 4 DRIVES - 2,500 PSI 02a DAYS, TYPE II CONCRETE,
4, INTERIOR SLABS SHALL BE TROWEL FINISHED. WALKS 4 DRIVES SHALL BE BROOM FINISHED WITH
"PICTURE FRAME" BY HAND, UNLESS OTHERWISE NOTED.
5, WATER CURING - IT 15 RECOMMENDED THAT CONCRETE 15 KEPT WET FOR AT LEAST -7 DAYS
FROM TIME OF POUR.
6, ALL REINFORCEMT REBAR SHALL BE SIZED PER SPECIFICATIONS OF THE STRUCTURAL ENGINEER,
FASTENED WITH STANDARD PRACTICES, AND FREE OF ANY SAND AT THE TIME OF POUR,
MASONRY:
1, CMU's SHALL COMPLY WITH ASTM CBO, GRADE N, 1,350 PSI,
2, MORTAR - TYPE M OR 5, 1,500 PSI,
3, GROUT - 3,000 PSI,
4, PROVIDE 3/a" JOINTS,
5, PROVIDE DUR-O-WIRE 16" O.C. VERTICALLY, 9 GAUGE,
6, FILL 50LID ALL CELLS WITH REBAR
PLUMBING:
1, WATER HEATER PER CONTRACTOR SPECS IN 2 LOCATIONS,
2, WATER CLOSETS - 1,6 GAL / FLUSH MAXIMUM,
3, WATER SUPPLY PIPES SHALL BE CPUC OR EQUIVALENT AND INSTALLED PER CURRENT PLUMBING CODE.
4, WASTE 4 VENT PIPES SHALL BE PVC AND INSTALLED PER CODE,
5, A WATER SOFTENER LOOP SHALL BE PROVIDED,
6, CONNECTION TO PUBLIC OR PRIVATE WATER SOURCE SHALL BE REQUIRED WITH A MINIMUM 1" PIPE,
-1, IF PRIVATE WELL IS PROVIDED FOR WATER SOURCE, AN AERATION SYSTEM IS RECOMMENDED TO
REMOVE SULFUR SCENT 4 TASTE,
a. HOT WATER LOOP - VERIFY WITH CONTRACTOR,
9, POT FILLER OVER COOKTOP - VERIFY WITH CONTRACTOR,
10, OUTSIDE BIB LOCATIONS, EXCEPT ONE, SHALL BE OUTSIDE SOFTENER LOOP, VERIFY WITH CONTRACTOR,
ELECTRICAL:
1, ELECTRICAL TIE-IN SHALL BE UNDERGROUND UNLESS OTHERWISE NOTED.
2, ELECTRICAL WORK PER FLORIDA ELECTRICAL CODE,
3, RECESSED CANS PROVIDED BY ELECTRICAL CONTRACTOR,
4, FANS AND FIXTURES PROVIDED BY BUILDING CONTRACTOR,
5, SWITCHES and OUTLETS TO BE DECORA BRAND OR EQUIVALENT,
TIMBER:
1, ALL TIMBER SHALL BE IN ACCORDANCE WITH N.F,P,A. SPECIFICATIONS FOR STRESS -GRADE LUMBER,
2, USE ONLY APA RATED EXTERIOR ZIP PLY or OSB FOR ALL WALL SHEATHING,
ZIP PLY or 1/2" CDX ON ROOF SHEATHING,
NAILING - PER STRUCTURAL SPECS, OTHERWISE ad, 4" ON EDGE, a" FIELD
3, ALL LUMBER IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED IN
COMPLIANCE WITH LOCAL CODES,
4, STRAPS, CONNECTORS, ANCHORS, AND HANGERS SHALL BE MANUFACTURED BY THE 51MP50N CO,,
OR APPROVED EQUIVALENT AND INSTALLED PER THE MANUFACTURERS SPECS,
5, SEE HEADER SCHEDULE FOR HEADER SIZING AND SUPPORT,
6, CONTINUOUS 2X4 BLOCKING USED BETWEEN TRUSSES AND RAFTERS AT RIDGES VALLEYS, HIPS, AND
ROOF VENT OPENINGS,
1, SOLID BLOCKING IN ALL BEARING WALLS UNDER GIRDER TRUSSES AND BEAMS THAT ARE
PERPENDICULAR TO THEM,
a, PREFAB TRUSSES SHALL BE DESIGNED, SIGNED AND SEALED BY A P.E. REGISTERED IN FLORIDA,
9, TRU55 DESIGN SHALL BE BASED ON DESIGN CRITERIA PROVIDED FOR LIVE, DEAD, AND WIND LOADS,
10, TRUSSES SHALL BE LIFTED BASED ON ACCEPTED TRUSS HANDLING PROCEDURES,
DESIGN CODE: FLORIDA SUILDINC CODE
-1TH EDITION & RESIDENTIAL
WIND 5i=EED:...............................................................130 1" 11= H
I1" I1=ORTANCE FACTOR................................................1,00
MEAN ROOF HEIGHT ....................................................25.5 1=T +/-
ROOF f'ITC1-I (SEE STRUCTURAL) ...............................1:12
5UILDING CATEGORY ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,11
EXROSURE CATEGORY..............................................D
ENCLOSURE CL45511=IGATION.....................................ENCLOSED
INTERNAL 1='RE55URE COEPPICIENT ............................ .18 +/-
LIVE LOADS
ROOF
FLOOR
STAIRS
40 1=51
20 R5F (REDUC,45LE)
40 i=51=
40 1=51=
ENGINEERING 5RECIFIG 4TION5 RREVAIL
REVISION NOTES 02/21/23
1. pg Al - Area Schedule Updated / Clarified with "Impervious"
Moved Garages to HVAC Calc
2. pg A1.1 - Impervious Schedule / Added "Prior to Construction" Calc
3. pg A2 - Added Note for Turtle Glass Compliance
4. pg A1.2 - Added Page A1.2 "Site Mgmt Plan"
5. pg A4 - Noted Dedicated Air Handler & Return Feed Garage Only
REVISION NOTES 03/20/23
6. pg A1.3 - Added Page A1.3 to show Site Grading
i
0
E * 159665 0525
RAHAM RESIDENCE
m
31 Beach Avenuelu W W
"
0
rt l ant i c Beach, FL 32233 m
AREA SCHEDULE
Cover Sheet
NAME
AREA
1st Floor Area HVAC
2,879
SF
2nd Floor Area HVAC
3,401
SF
Garage Area
1,642
SF
TOTAL HVAC
7,922
SF
(82,877 CF)
Slab 4 roof
,4-1
1st Floor Porches
11120
SF
2nd Floor Porches
815
SF
3rd FLoor Deck
230
SF
TOTAL IMPERVIOUS
UNDER R00
5,858
SF
,41
Cover Sheet
,41,1
Site Flan
,41,2
Site Mgmt f=lan
,413
Site Grading f=lan
,42
Elevations - Front / fRear
,43
Elevations - Left / might
,44
1st Floor Man
,45
2nd door f=lan 4 roof Deck
,4&
Slab 4 roof
,4-1
Flashing Details
E1
Electrical 1st door
E2
Electrical 2nd door
E3
Electrical - Turtle Locations
Sx
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TE PLAN Continued
All Palms (P)
- Sabal palmetto
Qty 22+ 1 E�' CT
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3.2 --WOO BATTENS SECURED TO PALM WI STEEL
pRWlq[.pL>EAgTpgESTAgpEREDA99,gNY-
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MIGLE °P HDISTROWNCEEAS E
BRACE TO BATTENS. MINIMUM 3 LAYERS OF BURLAP
`
`
2' .4- WOOD BRACES 4AIN. 3 PER PALM
MULON. $EE 3PEC6. FOR CEPTN, TYPE, ETC.
SPACED EQUALLY AROUND PALM. BRACES SHALL BE
VRIH KLEl10ES OF
CLEARLY MARKED WITH FLOURESCET OUTDOOR
PAVEMENT
Ni TYPTZLL
FLAGGING RIBBON.
PLANTING WK W -SEE NOTES FOR TYPE. DEPTH,
3• RECYCLED MULCH OR APPROVED EQUAL,
DETAIL
PULL MULCH 2' BACK FROM TRUNK, FCRM SAUCER
HTS
4"-6" ALL AROUND PLANTING HOLE.
-
PLANT TOP OF FOOTBALL EVEN WITH FINISHED GRADE_
I
AI$5Q„�, 65'24
REMOVE BURLAP FROM TOP A OF THE RODTDALL
m
PLANTING PIT TO BE TWICE THE D" OF ROOTBALL
3
�
PROVIDE 16" LENGTH WOOD BATTENS AS
�
RY TO
NECESSARY TO SUPPoRT WOOD BRACES
BACKFILLAROUND THE ROOTBALL WITH 50-50
0
TOPSOIL SAND MIX
_
PLACE ROOTBALL AT THE BOTTOM OF THE
r
UNDISTURBED SUBGRADF
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C BRICK PAC'
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5. 5�
;
VRIH KLEl10ES OF
PAW
PAvEA1ENT TYPICAA
PAVEMENT
Ni TYPTZLL
U U
PLANTING WK W -SEE NOTES FOR TYPE. DEPTH,
GROUNDCOVER PLANTING
DETAIL
PBEVIIIi SEITMNG. CR IMPACT THCRQMGHLY
HTS
---------------------
--MATCH LINE
SHRUB SPACING
PLA NT AWTERIAL SNOT MPfl ED PFRL3R TO
AS FOR SPECS
HSMUTION. AFTER PLANTS HAVE BEEN INSTALLEM
-- -
EACH PLANT SHA .L 9E PRUNED FOR UNFOPl1TV OR
AT THE DIRECTKLN OF THE PROJECT UWDOCAPE
ARCHRECi.
`
`
MULCH - SEE SPEC... FOR OEPOI, TYPE, ETC.
rh
2•
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p e
PAW
PAvEA1ENT TYPICAA
Drive
7 MIN. SAUCER COLLAR FOR WATER RETENDON
0 0 `
LEAs MOUND OF D18TURBED SM TO
�J
PBEVIIIi SEITMNG. CR IMPACT THCRQMGHLY
CD
N I
MNOER SHRUB AS NEEOd.
-
PLAMT•LG 9°L LOM • SEE LAH1SCARE.1, FOR MR.
I
AI$5Q„�, 65'24
DEPTH,�TC.
SHRUB PLANTING DETAIL
1a.cs i
1 1503
,s.D'
N.TS.
Cover (SC)
- Sand Cordgrass
- Blue L i l yturf / Ecru i v
Qty 20+ 30"oc 3 Gal
ANGLE POINT N8798_7$"W
OPPOSITE R225.11 -
__._
O.LP. MONUMENT NO. 72-61-A20
I
l
l ,
THE PROPERTY DESCRIBED HEREON LIES IN
FLOOD ZONE "X" (AREA OF MINIMAL FLOOD
HAZARD) AS WELL AS CAN BE DETERMINED
FROM THE FLOOD INSURANCE RATE MAP
NUMBER 12031C0409J, EFFECTIVE NOVEMBER
2, 2018 FOR DUVAL COUNTY, FLORIDA.
Shrubs (MF)
- Maki Podocarpus /
Qty 1 e�+ 18"oc 1 Gal
a
hf II � I
ff
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s 5.27 15.38
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17,509
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$
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8E71CH MARK: POUND
MAGNAIL IN PAVEMENT.
ELEVATION = 13-92
rh
2•
to I
p e
L
Drive
N.A.Y.D. 1888 DATUM.
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LOT 1 5
1. V
�1 MAGNAiL IN PAVEMENT, �r
4 ELEVATION = t3.65 d
PIPE. -951.1$1.053.9
NDRTH�O c1"ZD3.8
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N.A.V.D. 1965 DATUM.
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Walls 12" x 306'
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525
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4 ELEVATION = t3.65 d
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NDRTH�O c1"ZD3.8
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N.A.V.D. 1965 DATUM.
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��D.E.P. MONUMENT NO. 72-81-A21
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6 AV' 1 1
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Previous Home
j }
Current House
Coverage Calcs
SF
%
Lot (.34Ac)
17,509
100
House
5,858
33
Driveway Courtyard
1,307
07
Drive
404
02
2'x5' Walk Pads(53)
530
03
Walls 12" x 306'
306
02
5'x5' Squares (21)
525
03
TOTAL
8,930
51
Q 111 25 410
- 20'
Prior to Const
0
0
Post Construction
8,930
51
1 B 2.84' .
162.87' I
1'+
• � + ,11 x '
�
�s0 540'
q' WCOO ITPECE
1
Coverage Calcs
7.5"
%
,
I4 1
II
2$-4'
4
4
1111
1
Drive & Walks
PAVER DEC,<
10
Oceanfront Brick
2,206
13
,
340
02
TOTAL
8,888
51
FOOL
1'
12
z 1
1
fU
N �
Y
ll'`
7.l
i4
I 1
,
I
1
`
1
1'+
• � + ,11 x '
�
�s0 540'
q' WCOO ITPECE
1
Coverage Calcs
SF
%
Lot (.34Ac)
17,509
100
House
4,516
26
Drive & Walks
1,826
10
Oceanfront Brick
2,206
13
Pool (50%)
340
02
TOTAL
8,888
51
"NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER."
CHECKED BY: FILE- 2x21-o10� DRAWN II SWC BOATWRIGHT LAND SURVEYORS inc. 1500 ROBERTS DRIVE JACK
REF; 99-334; 99-4f�8;.p7-1162 15-10,34
Surveqrior to (Sino N.T.S.
------ - - - - -- -, tlantic-Oct---------- MATC44-LI _
S 04 28 23 E 105.003 � I
I
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9
j 2 Story / 4 Car Garage Residence -
1=,1=, = LSI-QII+ NAuD P
Ii I q
I9
a4vg, Grade in Buildable Area = 15,111 NA
0 Overall Hs i ght from Avg, Grade = 31'-
Lot
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VINYL GLASS WINDOW
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VERIFY FOR 24" REQUIREMENT ON
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PILINGS 4 CAPS PER
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HANDRAIL - Shall Have Min
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Handrails Shall have either
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Clear space between handrail
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WINDOW INSTALLATION (METHOD A -U
WEATI4ER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION,
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
EXTERIOR SHEATHING
FOLD UP WEATHER RESISTIVE
BARRIER AND TEMPORARILY SECURE
WEATHER RESISTIVE BARRIER
or ZIP PLYWOOD PER SPECS
KEEP WRB BACK
FROM OPENING
SEAL TOP OF JOISTS UNDER —
DECKING WITH FLASHING TAPE
(IF APPLICAPLE)
- Flashing Underlayments should be
installed to form water -shedding laps
- Install Flashing in order as shown by numbers
- Score and fold Tyvek above
header to allow Flashing to be installed
- Install head flashing under WRB,
Fasten if necessary
- Fold WRB back over head
flashing and seal edges
FLASHING TAPE
VALLEY FLASHING
PER FBC
ROOF
SHEATHI
RAFTER
USE NAILS PER MFRS
RECOMMENDATIONS
FOR SIZE AND SPACING
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SUi=PORT MEMBER
ASPHALT SHINGLE RIDGE, VALLEY AND HIP FLASHING
PER MANUFACTURER'S INSTRUCTIONS AROUND CHIMNEY
METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES
WALL SHEATHING
CRICKET AT TOP -SIDE OF CHIMNEY
CHIMNEY OR FLAS\ / �X03 SN1903ING PER FBC 905.28.8
DORMER WALLS
Chimney Roof/wall flashing
TYPICAL SIDING EXT
LAP SIDING
1/2" SHEATHING
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INSULATION
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Siding Wall at foundation
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PER FBG R -103.8 4 903.2.1
FINISHED ROOFING M,,
AS REQUIRED, EXTENT
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WALL
Roof Jacks 4 Vent flashing
m
FINISH WALL 4 MOISTURE BARRIER TO LAP
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N
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PER FBG R -103.8 4 903.2.1
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FINISHED ROOFING MATERIAL
AS REQUIRED, EXTEND
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BY MANUFACTURER
DRIP EDGE
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ELECTRICAL LEGEND
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64
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Turtle Lichitin
46 S"
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Turtle Lichat'in
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lSTOP LIG HT1 NG
- The 1 Stop Shop for All Your Lighting Needs
934815 - Louver - 3.3W 1 LED Turtle
Step Light in Transitional
Style - 4.75
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Farrlily/ColletAion:
Louver
Length-
4.75"
WidIh/Diameter (in);
4.75"
Height
3.00,
bepth/Extension:
1.56'•
# ❑f Bulbs:
1
Standard Wattage:
3.3 Watts
Bulb Type:
Integrated LET]
Voltage Rating:
120 V
Style and Option 1
�
Style:
White Finish
Item #1
93461S-15
Style and Option 2
Kd.rn � H
Style:
Painted Antique Branae Finish
Item #Y
934SIS-171
Style and Option 3
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Style:
Satin Nickel Ffnish
Item #_
934$1$,849
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6*V.4U C.1Im a - Anm/a Rec++a+d ❑ownbghl • USAI Uphling s sea turcle4ale Ilphlind sena& ha designed to gromate and preserve 1,e- lw 1 I`5 11114'
chiming namng iii hacchfing paMrns of etwil nNl sea t�nIts do the Nanh American coastline -Tho IlphsdulpuL laspaalfically selaaEad Fd haver --
minimal wnpact an
tho sea Wide svision in a dark ennr=lenr• ersllnnq Iha1 rhe Octal
.11 alw.Y, he she bright oiled in thee Field dE v,eYr.
Specify Ihase products 1. meet Flando Fish and Wildlife Cor Ngtmn sea W nla lighting reau,rements and giYa belay sea un." them hep chance
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DE IV REO PERFURMAM.'It =eanebr _ 1
aernEd COLORS _ •hl`� ' - _
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be upemm,m dependnp en canlrol syFlem used. Note:
u"HCS: ury/0amp4Vp locanon hoed. Nil
C0111k aerelr Colors Amber n evadable hid the opvmel
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Nd ),I' Iran". mold by WO mom," CRp} Die can TEL wmlln mai"laninca FOB). nailer bids wim Melt, nails pr"did NNIH hers
awanImm heyel 4 gaimed black igr hryhtaess egmraL are utand,bsa from 1Ta1 P' celdm.
nuI1rINr aROERING INr-0RMATIRN rrg�pI� THERMAL MANABEMEMTT Prnpmllry Mghpato—mca
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u"HCS: ury/0amp4Vp locanon hoed. Nil
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ur 1Nirh LiPr n convel 2yslands 0110158 and BF I.eear
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HREPLACEABLE PLACEABLE ORIYER:B•1710.1phk • 111%dim, stilt
2'-10"
O en to Above
Vale electrcmcconi. nL current dnnrwdb. high polder
iJEnCrlaO of 20111. 91hanhrLd arael Y,Rh bi mea
Fop m1n. se•C,R2 AWR shim drench
AEREnow.Imrr[hmpfahle prruwan ,mrc.,on molded
hcfm prpnd.d n.mlard. OI MLR dnmPaq d=*Dorcas
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CMNG CUT OUT: 5.1118'% 5.11118•
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be upemm,m dependnp en canlrol syFlem used. Note:
u"HCS: ury/0amp4Vp locanon hoed. Nil
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001.01% nd 014taE Iog.n1hmc t."olar. mrmed.d Ipr
ur 1Nirh LiPr n convel 2yslands 0110158 and BF I.eear
CSA475 rstedm UL naMuda. P.M. Fish and
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TURTLE LIGHTING SPECS
S =LSD Sconce Louver Location
C =LSD Can Light Location
24'-8„
R.O. 4'-2” . 6' 3"R.O. 4'-2" . 6' 3"R.O. 4'-2" . 6 3"
4'-0" . 2'-0" 4'-0" x 2'1" 4'-0" x 2'-0"
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