174 OCEANWALK DR S - PORCH DRAWINGSGENERAL NOTES & DESIGN CRITERIA
o CODES:
w FLORIDA BUILDING CODE - RESIDENTIAL/EXISTING (6th EDITION), ATTIC, NDS, AWPA &
ry APA, ACI -301, ACI -318, ACI -360, ASCE 7-10, ANSI, AITC, CRSI, & FIRE RESISTANCE
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w MANUAL (LATEST EDITION).
DESIGN LIMITATIONS:
V) THIS DESIGN AND THESE DRAWINGS ARE LIMITED TO ONLY THE STRUCTURAL
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ASPECTS OF THE APPLICABLE CODES. REFER TO OTHER DISCIPLINES FOR
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x NON-STRUCTURAL ISSUES.
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ALLOWABLE DEFLECTION:
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d THE ALLOWABLE DEFLECTION OF ANY STRUCTURAL MEMBER UNDER THE LIVE LOAD
Z LISTED 1N SECTIONS R301.5 AND R301.6 SHALL NOT EXCEED TEH VALUES LISTED IN
TABLE R301.7 OF THE FLORIDA BUILDING CODE - RESIDENTIAL.
z
w
z LOADS:
GRAVITY:
Q ROOF LIVE LOAD 20 PSF (W/ CODE REDUCTIONS)
RESIDENTIAL FLOORS 40 PSF
z
WIND LOAD:
BASIC WIND SPEED, V (ULTIMATE) 130 MPH
''-RISK CATEGORY II
0
0 EXPOSURE CATEGORY B
I-- INTERNAL PRESSURE COEFFICIENT ±0.18 (ENCLOSE D BUILDING)
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COMPONENTS & CLADDING SEE THIS SHEET
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SOIL & DEEP FOUNDATIONS:
NET SOIL BEARING CAPACITY 2,000 PSF
(PRESUMED CONTRACTOR TO VERIFY)
CONCRETE:
o ALL CONCRETE SHALL BE NORMAL WEIGHT w/ A 28 DAY
� COMPRESSIVE STRENGTH FOR THE FOLLOWING:
mFOOTINGS 3,000 PSI
p SLABS ON GRADE 3,000 PSI
n
WELDED WIRE FABRIC: ASTM Al 85
LAPS (TYPICAL) 6 INCHES
w
w UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING
z SHALL BE THE FOLLOWING:
0
mCONCRETE CAST AGAINST AND PERMANENTLY EXPOSE TO EARTH: 3"
N CONCRETE EXPOSED TO EARTH OR WEATHER:
c� 2"
#6 THRU #18 BARS:
#5 BAR, W31 OR D31 WIRE AND SMALLER 1 1/2"
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Q SLABS-OWGRADE- CENTERED
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0
A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY
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OSTANDARD
TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE
V)
CONFORMANCE WITH PLANS & SPECIFICATIONS (IF PROVIDED), SUBMIT REPORTS
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FOR REVIEW AND /,PPROVAL,
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MINIMUM FREQUEt iCY OF TESTING FOR EACH CLASS OF CONCRETE IS THE
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GREATEST OF:
A) ONCE EACH DAY.
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B) ONCE FOR EACH 100 CY
C) ONCE FOR EACH 5,000 SF OF SLAB OR WALL SURFACE AREA.
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V)
D) FIVE TESTS.
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ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD
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ACCESSORIES IN CONFORMANCE WITH ACI 315 DURING PLACEMENT OF CONCRETE
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=
SPLICES IN TOP REINFORCING SHALL BE MADE AT MIDSPAN OF MEMBERS & SPLICE
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IN BOTTOM REINFORCING SHALL BE MADE OVER SUPPORTS.
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=
TOP BARS IN BEAMS SHALL TERMINATE IN A CLASS "C" LAP OR HOOK AT
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DISCONTINUOUS ENDS UNLESS OTHERWISE SHOWN.
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0 PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALLS, ETC.
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o PROVIDE 1/4" PRE -MOLDED EXPANSION JOINT MATERIAL WHERE SLAB ON GRADE
x ABUTS COLUMNS & GRADE BEAMS, AND 112" JOINT MATERIAL AT WALLS OR OTHER
w VERTICAL SURFACES UNLESS OTHERWISE SHOWN OR NOTED.
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0
w WOOD:
U' LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE
FLORIDA BUILDING CODE.
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ALL LUMBER: SOUTHERN YELLOW PINE, MC19, NO. 2, PRESSURE TREATED
ROOF DECKING:
1x6 T&G DECKING, FASTEN DECKING w/ 2-8d FACE NAILS AT EACH RAFTER, 3-8d
FACE NAILS ALONG HIPS & RIDGE, 8d FACE NAILS @ 6" oc ALONG FACIA, & 10d
NAILS @ 4" o.c ALONG BOUNDARY BLOCKING.
FASTENERS: PER TABLE 2306.1 FBC U.O.N. INSTALL PER MANUFACTURER'S
INSTRUCTIONS. MANUFACTURER OF GUN NAILS MUST MEET COMMON NAIL
�- SPECIFICATIONS FOR FRAMING APPLICAITONS.
D MACHINE BOLTS ASTM A307
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rwl FRAMING ANCHORS: NOTED ON PLANS BY "SIMPSON" w/ "IMAX" COATING OR
ENGINEER APPROVED EQUAL.
w MISCELLANEOUS NOTES:
Q A. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS.
z B. ALL LUMBER SHALL BE IDENTIFIED BY THE GRADEMARK OF AN APPROVED LUMBER
0 GRADING OR INSPECTION BUREAU OR AGENCY.
C. ALL TREATED WOOD SHALL BEAR AN APPROVED AWPB QUALITY MARK OR THAT OF AN
w APPROVED INDEPENDENT INSPECTION AGENCY.
m D. THE GENERAL CONTRACTOR SHALL COORDINATE THE DRAWINGS FOR ALL DISCIPLINES
a FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL
DRAWINGS AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES.
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QRENOVATION NOTES:
A. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS & CONDITIONS OF EXISTING
STRUCTURE & SITE THAT ARE AFFECTED BY NEW WORK.
ui B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS &REPORT ANY
STRUCTURE & SITE DEVIATIONS & DISCREPANCIES IMMEDIATELY TO THE ENGINEER.
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1/8" WIDE x d/4 DEEP SAW
CUT WITH A WET BLADE
= SAME DAY ON EARLY POUR
~ OR FIRST THING NEXT
U' MORNING ON LATE POUR.
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a adry.
X % .� % �� X � X �—. X r� X �.—.% rte. %
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_ 4 e EXIST. SLAB BEYOND
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a
�'-- COMPACTED FILL TO --�
95% PER ASTM D1557
TYP. CONTROL JOINT �C.J,) A
S-1
NOT TO SCALE
EXIST. SLAB
TO BE
REMOVED
SEE 2/S-1
EXISTING STRUCTURE P.T. 6X6 POST (TYP)
XIST. SLAB
0 BE REMOVED
EE 2/S-1
■ i ► ► ► � t �► ►W l L
SCALE:
1/4"Q -y , 4
FOUNDATION NOTES:
1. SEE SHEET S-1 FOR GENERAL NOTES &DESIGN CRITERIA.
2. SEE A/S-1 FOR CONTROL JOINT (C.J.) DETAIL,
6X12
WOOD BEAM
HCP2
HIP RAFTER
NRT \AiAi 1 r-(2) 2X10 RIDGE
NOTES:
1. SEE SHEET S-0 FOR GENERAL NOTES & D SIGN CRITERIA.
2. SEE ARCH. DRAWINGS FOR TRUSS BEARI G/PLATE ELEVATIONS.
3. DO NOT INSTALL SIMPSON CONNECTORS FROM RAFTERS TO 6X12 BEAMS
UNTIL ROOF SHINGLES HAVE BEEN INSTAiLLED.
LEGEND.
2X WOOD IFRAMING MEMBER
P.T. 6x6 WUOD POST
H 10A TYP EA.
RAFTER U.O.N.
2X6 RAFTER TYP.
6X12 WOOD BEAM
HCP2
HIP RAFTER
(2) 2X10 RIDGE
SIMPSON' \-2X6 RAFTER
"LUS26"
SCALE: 1 1/2" = l'-0"
SIMPSON
"HRC22"
/tl
C.
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%8" x10" i
THRD ROD
w/ NUTS
4 .4
SEE 2/S-1
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NEW SLAB
° ®` EXIST. SLAB
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16" O CONCRETE FND
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WRAP POST W/
3" PEEL -N -STICK
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SECTION 1
SCALE: 3/4" = l'-0" S-1
24"
VICINITY MAP
14" �—
(2) #5 CONT/ -#4 @12" DWLS
w/ CORNER BARS LOCATION MAP
TO MATCH
—x— x�k� x� x—x— x— x�-x—K•—.+
44.
.4
� a •• ////" ` \EXIST. SLAB
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8"
TO REMAIN
6"'
EXIST. SLAB
TO BE REMOVED
SECTION 2
SCALE: 3/4" = l'-0" S-1
FASTEN w/ 10d NAILS
@ 4" oc TYP. PERIM.
2X BLOCKING -
B/W RAFTERS
2X6 FASCIA
12
41
DECKING
2X6 RAFTER -�
6X12
WOOD
0` I BEAM
0
(1)-SIMPSON "RBC" @ EA.
RAFTER SPACE o SIMPSON ECCLLQ-SDS2.5/
BLOCKING LOCATION. o ECCLRQ-SDS2.5 @ EA. POST
6X12
WOOD
BEAM
SECTION 3
SCALE: 3/4" = 1'-0" S-1
2X6 RAFTER
SIMPSON H10A
@ EA. RAFTER
(2) 2X10 RIDGE
2x10 RAFTER
AGAINST WALL
1/2 DIA THRU BOLT DECKING
w/ NUT & WASHER
12
4[_
_.
(2)2X6 RAFTER TIE ---'
@ MID HEIGHT SEE
PLAN FOR LOCATIONS
SECTION 4
SCALE: 3/4"
SIMPSON
"HUCQ410-SDS"
�- 2X8 VALLEY
SCALE: 1 1/2" = l'-0"
SIMPSON
"LSSU28"
e
2X6
RAFTERS
SIMPSON
SIMPSON CONNECTORS
CONNECTOR
FLPA#
LUS26
10655.3
LSSU28
10447.5
H 10A
10456.3
HUCQ410
10531.24
HUCQ612
10531.25
HRC22
10447.3
HCP2
10447.1
RBC
10446.14
EQQLQ
11470.1
e "HUCQ410-SDS"
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FASTEN RAFTER TO
EXIST. WALL w/ (2) #14x6"
WOOD SCREWS @ EA.
EXIST. WALL STUD.
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Reg. No. 16736
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NADEEM ZEBOUNI, P.E.
822 N. A1A SUITE 310
PONTE VEDRA BEACH 32082
PHONE: (904) 910-9889
EMAIL: NZ@BLUEWAVEBUILDERS.COM
CERTIFICATE OF AUTHORIZATION: 9790
`�-
NADEEM G. ZEBOUNI, P.E.
STRUCTURAL ENGINEER
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S/ONAL
*
Reg. No. 16736
2X12 RAFTER
AGAINST WALL
NOTE: CONTRACTOR TO ENSURE FIRM
SOLID BLOCKING INSIDE EXIST. WALL TO
RECEIVE CONNECTOR FASTENERS.
SECTION G
SCALE: 1 1/2" = 1'-0" S-1
PROJECT NO.
18068
ISSUE DATE
11/07/18
REVISIONS:
DRAWN BY:
LAC
CHECKED BY:
NGZ
S-1
2x4 SOFFIT BL(
LAMINATED DBL
OUTLINE OF SCREEN
ENCLOSURE
1/4 RND TRIM BAND
2x RAFTER SIZED BY ENGINEER.
MATCH EXISTING SHINGLE
o/ 30# FELT o/
STRUCTURAL SHEATHING
STRAPPING PER ENGINEER
T&G VENEER FACE DOWN
NOTE:
ALL PLATE HGTS. ARE TAKEN
FROM THE TOP OF THE MAIN
HOUSE SLAB/BLK. (FIN. FLR.)
CONT. METAL DRIP EDGE
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4" CONCRETE SLAB w/ all P.T. 2x4 BLOCKING
6x6, 10x10 WWM OR P.T. 1x2 SHOE MOULD
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_EXISTING EXISTING FINISH FLR. _ _ _
S O U T H
1
i
r>,.val County Wnd Speed Ines Description
For Purpoeee of structural deeian the location of 120
mph wind Ilse far the Qtly steal tie as fdlowa Storting at
the lnterseptton of Phill Hlghwor and the Duval
County IM pt the aoutt proceed north alongg Ph Ips
Highway to the htereectlon of Slats Road 9A Proceed
north to Q)� to Ydlow Bluff Rand. Proceed north
doI19 Yellow ®tuff Road to j jhwoy 17, Proceed north
don, Hlghi, 17 to the D,,v Countyy Iine. All
etniatures iprsvted salt of thl. Inns shall be aaneldered In
the Wind -Ban. Debris Rsgian as defined byy the Florida
Buldhg Code. NI structures west of thio Ilne shall be
designed fa 119 mph three -second gust
yQnd Lias lowtlons taken fan the Du fpunty� nal
Saeed Zones uop fhttp•//www.poj.nstu/% bid/ windspsedl.Xp)
foh eetpbl{eh thetaeaaraohl boundaries of the
w1nd speed zones and _ �e Ind bonne debris region In
Duval Couniy.
Ordhonca Adopted December 2D01
6fte . MOrch 1, 2002
9
ELEVA.TIONz SECTION
(1) IT IS INTENDED
T AT THESEORIDA BUILDING CODE RESIDENTIAL.REDOR BUILDINGS THAT WILL CONFORM TO THE
(2) THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING ORDINANCES AND
PER ATHEM
A017, STH 0.OF EDITION
STORIES
BUILDING CODE, RESIDENTIAL, ARE AS FOLLOWS;
8 MAX. HEIGHT = 35 FROM RADE
(3)
MISSING BUILDING
OR INCOMPLETE DETAILS RESPONSIBLE
NOTES. FOR COMPLIANCE TO THE CODE REGARDLESS OF ANY
Y LOCAL
(4) SHALL VERIFY CONTRACTOR
ALLL DIMENSIONS, MATERIALS, TAC TRACTORS SHALL CONFORM N
THE BUILDING AND CONDITIONS AND SHALL NOTIFY THE DESIGNER INAND
OF CES
ANY DISCREPANCIES PRIOR TO PROCEEDING W FH HIS WORK.
(5) THESE DRAWINGS ARE PREPARED FOR DESIGN AND STRUCTURAL REFERENCE ONLY. THE ELECTRICAL
FLOOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIONS FOR FIXTURES, OUTLETS, AND SWITCHES,
ENGINEERED ANDARETHE BOLE (RESPONSIBILITY OF OTHERS.YSTEMS, IF ANY, ARE TO BE DESIGNED,
(6) NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,
(7) SUBSURFACSOIL
AND FOOTINGS ARE DESIGNED FOR AFORMATION WAS NOT V30 0 PSF SOAILABLE L BEARING TO THE CAPACITY. DRAWINGS.
CAPACITY. CONTRACTOR
SHALL VERIFY AND REPORT ANY DISCREPANCIES PRIOR TO PLACEMENT OF FOOTINGS.
($) OR UPON SUITATO BLE SOIL THAT( HXSLBEEN WELL TAMPED AND CCOMPACT NATURAL OMPACTED N AOIL, FREE OF CCORDANCE WITH IS OR LOOSE MATERIAL,
FOUNDATION NOTES' AS SHOWN ON THE DRAWINGS. BUILDER IS RESPONSIBLE FOR INSURING THAT THE
SOIL MEETS ALL APPLICABLE STANDARDS.
(9) CONCRETE GRADERN-1, NORMA WEIIGHT, WiTH A MINIMUOMLOW CCOMPREDS'SIIVE BEARING CONCRETE
3000 PSI UNITS,
(10) ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH 0 2B DAYS:
A SLAB ON GRADE -3000 PSI
B� FOOTINGS -3000 PSI
(11)STRUCTURAL STEEL SHAPES, PLATES, ETC... SHALL CONFORM TO ASTM -A36, "FB"= 24,000 PSI.
"E"= 29,000,000 PSL
(12) 2GJOISTS. CEILINGS,
RAFTER, BEAMS AND
ERS SHALL BE
#OR BETTER SOUTHERN YELLOW PE, KD 19, S4SIZES.
(13) IF AROOF OR SOLO ROR TRUSSES ARE ESPONSIBILITY OF THE THEMANEN IIi REI G AND MEMBER SIZES AND SPACING
prepared byy the ceoPlon Center. UnMDreftYy of
far the Flarido DasaIII t of Community AffaFe
Codes and Stanof ds
Frlrorhsori� �idtn9 Codec to a 1806.
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NOTE:
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BE "G.F.I.".
2) ALL ELECTRICAL WIRING TO BE
IN ACCORDANCE WITH ARTICLE 80
OF NFPA 70A
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OUTLINE OF 6x6 POST i
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INSTALLED PRIOR TO
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METAL LATE
CONT. PT 1
METAL FLASHING
INSTALLED ON TOP
OF ROOF FELT
PRIOR TO TILES
MATCH EXISTIN(
43# FELT ON 3/4 STRUCTURAL
SHEATHING
ROOF TO WALL FLASHING
(ROOF SLOPE MEETS WALL)
SCALE: 3" = 1'-0"
TYPICAL EXTERIOR FINISH
OVER CHANNEL FLASHING
UNDER BUILDING PAPER
& BUILDING LATH
CONT. PT 1x4
CO�PPROVEDNT MATCH EXISTING SHINGLE—
0
8 WIDE CT, ROLL N
FLASHING NAILED
TO SIDE OF 1x4 8c —
FACE OF ROOF
SHEATHING INSTALLED
PRIOR TO ROOF
FELT & SHINGLES
FLASHING
TNG
ROOF TO WALL
(ROOF SLOPE PARALLEL TO WALL)
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DATE:
20180924
SCALE: >'
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SCREEN ASSEMBL
NOTE:
1) ALL EXTERIOR OUTLETS
BE "G.F.I.".
2) ALL ELECTRICAL WIRING TO BE
IN ACCORDANCE WITH ARTICLE 80
OF NFPA 70A
r
4"
P R O P O S E D
SEE ENGINEERING LINE OF
EXISTING FF. FOR TIE-IN TO EXISTING
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OUTLINE OF 6x6 POST i
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FACE OF SHEATHING
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INSTALLED PRIOR TO
& UNDER PAPER BACK
METAL LATE
CONT. PT 1
METAL FLASHING
INSTALLED ON TOP
OF ROOF FELT
PRIOR TO TILES
MATCH EXISTIN(
43# FELT ON 3/4 STRUCTURAL
SHEATHING
ROOF TO WALL FLASHING
(ROOF SLOPE MEETS WALL)
SCALE: 3" = 1'-0"
TYPICAL EXTERIOR FINISH
OVER CHANNEL FLASHING
UNDER BUILDING PAPER
& BUILDING LATH
CONT. PT 1x4
CO�PPROVEDNT MATCH EXISTING SHINGLE—
0
8 WIDE CT, ROLL N
FLASHING NAILED
TO SIDE OF 1x4 8c —
FACE OF ROOF
SHEATHING INSTALLED
PRIOR TO ROOF
FELT & SHINGLES
FLASHING
TNG
ROOF TO WALL
(ROOF SLOPE PARALLEL TO WALL)
SCALE: 3"
DRAWN BY: STAFF
CHECKED BY:
DATE:
20180924
SCALE: >'
— 0
1 4 —1
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SCALE: >'
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SCALE: >'
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REVISED:
DWG NO: