831 Beach Ave RES23-0016 ARCH DWGS REV. 2-28-23_1PLAN 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, 1,800 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 ....................................................32.E PT +/-
ROOF 1='ITC1-I (SEE STRUCTURAL)...............................3.5 to 12:12
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
i
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E * 159665 0525
RAHAM RESIDENCE
m
31 Beach Avenue "
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rt l ant i s Beach, FL 32233 NW. W. W_
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)
Flashing Details
E1
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 Flan
,42
Elevations - Front / Rear
,43
Elevations - Left / might
,44
let Floor Man
,45
2nd door Flan 4 roof Deck
,46
Slab 4 roof
,4-1
Flashing Details
E1
Electrical let door
E2
Electrical 2nd door
E3
Electrical - Turtle Locations
5x
See Structural Engineering
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GROUNDCOVER PLANTING
DETAIL
EN
PREVT SETTLING, CR COMPACT TMCROYGHLY
nts
---------------------
--MATCH LINE
SHRUB SPACING
PLi MATERML SHALL NOT RE Pli PRIOR TO
AS PER SPECS
149TALL&TION. AFTER PLANTS HAVE SEEN INSTALLED
-- -
EACH PLANT SH&U, 9E PRUNED FOR LLAPGPMTY OR
AT THE DIREi OF THE PRWECT LANDWAPE
ARCHRECi.
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-
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SHRUB PLANTING DETAIL
1a.cs
8,930
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ANGLE POINT N8798_7$"W
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THE PROPERTY DESCRIBED HEREON LIES IN
FLOOD ZONE "x" (AREA OF MINIMAL FLOOD m
HAZARD) AS WELL AS CAN BE DETERMINED
FROM THE FLOOD INSURANCE RATE MAP mss
NUMBER 12031C0409J, EFFECTIVE NOVEMBER ti
2, 2018 FOR DUVAL COUNTY, FLORIDA.��
�rqD.E.P. MONUMENT NO. 72-81-A21
iv
Current House
Coverage Calcs
SF
%
Lot (.34Ac)
17,509
100
House
5,858
33
Driveway Courtyard
1,307
07
Drive
404
02
21 Walk Pads(53)
530
03
Walls 12" x 306'
306
02
51 Squares (21)
525
03
CIA
TOTAL
8,930
51
Q 10 25 410
- 20'
Prior to Const
0
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Post Construction
8,930
51
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Coverage Calcs
SF
%
Lot (.34Ac)
1
II
25.4'
4
1
Drive & Walks
PAVER DECK
10
Oceanfront Brick
2,206
13
,
340
02
TOTAL
8,888
51
CIA
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SF
%
Lot (.34Ac)
17,509
100
House
4,516
26
Drive & Walks
1,826
10
Oceanfront Brick
2,206
13
Pool (50%)
340
02
TOTAL
8,888
51
"NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER."
CHECKED BY: FILE: 2021-0100 DRAWN BY, SWC BOATWRIGHT LAND SURVEYORS inc. 1500 ROBERTS DRIVE JACK
REF; 99-334; 99-4$S;.O7-11 B: 15-10,34
Surveqrior to (Sino N.T.S.
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APPROVED OPEN CELL SPRAY FOAM
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1/2" GYP BD. CEILING
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-711611 OSB or ZIP Ply
WALL SHEATHING
FASTEN W/ SD COMMON
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WITH STAGGERED END JOINTS.
ROOF JOISTS/TRUSSES per Structurals
/ STANDING SEAM METAL INSTALLED
OVER HIGH TEMP PEEL 8 STICK
PER MFGR. RECOMMENDATIONS
SEE ROOF TRUSS LAYOUT
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SIMPSON H -CLIP ON
PLYWOOD EDGES
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4.511 OPEN CELL SPRAY
FOAM OR EQUIV, R19 INSULATION
COMBINED WITH MIN, 1/2" GWB
ROOFLINE Shown Only for Clarification
on 1 Story Sections of structure,
if applicable
Hardie Lap
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to Manuf. Specs
VINYL GLASS WINDOW
MUST MEET FBC-R 613.2
VERIFY FOR 24" REQUIREMENT ON
ALL WINDOWS 72" ABOVE FIN. GRD
- CMU WALLS, FIRST FLOOR
REINFORCE PER ENGINEER
(SEE STRUCTURAL REQUIREMENTS)
PILINGS 4 CAPS PER
STRUCTURAL ENGINEERING
TYPICAL WALL SECTION
STRUCTURAL ENGINEERING PREVAILS NOT TO SCALE
PER FBC-R 311.5.6
HANDRAIL - Shall Have Min
4 Max Heights from top of
tread 6 nosing of 34" 8 3511
Handrails Shall have either
a cross section dia. between
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equivalent graspab i I i ty.
Clear space between handrail
4 wall shall be a min, of 1-1/211
Max Spacing between spindles is 411
THRUST BLOCK
SECURED TO SLAB
TYPICAL STAIR DETAIL
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FIRST FLOOR
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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
Valley flashing
�)# FELT OR REQ'D
.LAYMENT /
: STICK
2xX SPLINE
BEVEL CUT
UCTURAL
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
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1/2" SHEATHING
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INSULATION
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FASTENED TO FOUNDATION
Siding Wall at foundation
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PER FBG R -103.8 4 903.2.1
FINISHED ROOFING M,,
AS REQUIRED, EXTENT
WATER SHIELD FROM
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WALL
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