Plans 2399 Ocean Breeze Ct (vault) l E ` ►. i^ r It'1'1oit�" ' 9 ° ♦ M1 b h 6 6 4Lb ^i° b♦ bry bb � aib bM1 ♦ tj° M19 46 _ W� ♦ ° �
4 M1 N M1 N N h .n 4 a 0 0 1 e
N. 9• 3 3 E. w a _ ti ti
ffR n At��d n• � �' 96.37 l 1 IV
i Ph RT vaa�it ,, J ♦0 \ \\ \ ♦'`\ \ / ♦� L ` , `, �,
�`�
\ '
k �� � t t�-a uk�t �`�` i'"�.1`1�4�k` Vit* t� ..���a�d C. ` L \ \\\ ♦ �\\� ,1 ti j;� �TI+1.1}� � . . -- � ^ '� CC'�� , \ \ \ \✓
f 1 ii, t t t t � -. int ti ws•, .. 1 \ _ ♦ _ �
{,#
A aQ
op"
�
VO
1
— A -
JEW R. d
7 410)
r fl. 3 #Y�.1�IA'� 1/ a°P•F
ul
e w 20' B. �kfa / bb Ch1 i b♦ a/
O
CQ W
1 �Lrg7 h / /�a► u X�
� —
ij
.t �
'r D
METER
--�
S 89. 43' 3
d
It ♦6 ♦� ♦b Ary° 4♦ 4ti 4b M1h 4b .. ...z... .
t
l
t
i,
@K
a r L
T
1
{ l 1
k
t
1
i t
a
1 ip � �
t' 'f Map 51/OW/NG SURVEY OFA
a '
ft� C LOT 4, REMISED PLAT OF OCEAN BREEZE AS RECORDED IN PLAT
BOOK 46 , PAAGES 51 AND 51A, OF THE CURRENT PUBLIC RECORDS
OF DUVAL -,COUNTY, FLORIDA.
' � I � � 'f EROS/ON CONTi40LL I
{� I� //Po✓NT /V^67
SES" _ou ) \ S,B6'/6'00"E. COASTAL CONSTRUCTION / U�
s S
—0r-9E•T6AtK MONUMENT
1 I 1 MONUMEN'/ p Q V
L"/SON ��•�� ✓S/' SET /.O �S/•�S/ FO. , NC.MONUMENT
P 4.5.73 F ' / L,BN^/o.ag
44'
75 37R ,
N
V
�T t/11
7
ll
S B. R. L . S'ET �t'%.P. ' SET x "J `r
I�f ¢ i I , � \ •r 4.4• -- C99./6'J � c/59./7'
�
I% I �i �' ( ' `� �`�/✓�,�" � 9. B9'43:.�5'Gr/ 2.53,32 � '�— — — � �
1
M I � i v �I s7�/i•i//T G 3 o T- ,5 v
,� i i _��_ � —_ � N � � %• COASTAL CONSTRUCT/ON
1 �. OCEAN BREEZE
a � EROS/ON CONTRo
h I COASTAL CONSTRUCT/ON PO/V7- /VS 66
.VP�— /P-40.
�Y CERTIFY TO: DAv/O N/ARco /3 LAGOGK
e2oAv/ 30' EASEMENT F°.2 � I HERE
�,tl /N4 RE55� EgRE`:5� DRA/NA4E AUT/ui/�5 \ I SSS•/GSC - f�oG iS00/�, a`AKEG, RA. A/ 'a T
� jcOR Ti T'<E '
Ag aL.f7- /ws,
I � • .eE✓/sEo A 30 /990 7a ���`J�ox/ ca.
I S AN NEJ't/ /PEG'O �V�� /AIFO/P/✓lf(T/D/✓. THAT T441S SURVEY MEETS THE 1 INIMUM TECHNICAL
E£ • PE•/iSEa SEPT. G /
SvvERT F1fd. O.G' T 5n�ow >7R/v�wAy STAND
I W I /p, •jg� EASE MC,./T. AcRDS ASSET FORTH BY T�E FLORIDA BOARD
j/ K- �P.!✓/5E0 0079° OF LAN
d j 1 NOTc5S �/) j,�(is /� /� SouNDAK 5u.2 v6' /� j3 SNOWAoo/rjONAG /rydoRM<Y�N FO SURVEYORS, PURSUANT TO SECTION 472.027
Q: RL`✓/sCv /9 o s.�ron'ovv/TioNvt N/o M< /e FLORI
/ r D/A rwrFLORIDA
S UTES AND CHAPT R 21 HH-6 FLORID
I I 1¢
CZ) f3EARin/45 ARE F3A5Ep eN THE !
Iv ADMIN ISSTRATION CODE.
/vim
c/ \ I
O N NE F L A3 N A
N RT a oT -C AS
! '4
x.l�
kj
J Q 1zH. A. DURDEN
C3) ALG //ZeN%//Es 5cr w�,HE W Cu,CB i 3
1 i1 /RON n.oE= w/TK L.B.� ,•4a & ASSOCIATES INC.
1 1 O I V ( N89'¢3'.�S„ LAND vn c.Z.CeL LaxM unS LE FLORIDA
/S OO' SURVEYORS Y
l ( W N8 i Q 11 Post Office Box 50670 DATE J(✓�.A70' 1 9 9� _
I I
% 1103 South Third Street
j 30' r I Q p SEr '/i'/�,✓FbF'E Jacksonville Beach,Ronde 32250 `1
SCALE:f$
aS.P.,G. DEA/o TES 6u/ca/...y /?ESTR/c T•n/ I � � )
L/NC.. O SE.T TPup./ON X l SOs.TN G/NE LeT •¢
NAm dvL.ATE THIS SURVEY NOT VALID UNLESS THIS PRINT IS EIMBOSSED WITH THE SEAL F THE ABOVE SIGNED.
Z.Ft 7JGN0 TES /2oN ,p/P,c �G.6.aY/OQsJ � CA6LE T.V. R�SF_R
I
UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: REVISIONS
23'-O"± DESIGN IN ACCs RDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODIE
53/4 5 3/4" MEMBER SUPPORT SIMPSON CONNECTOR 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE DEBRIS
11'-0 1/4"± 11'-0 1/4"± 6%6"6"x6" POST Q LOCATION
REGION. DECK ROOF STRUCTURE DESIGNED AS "OPEN".
6-1Nd STAINLESS STEEL RING 1 2"x8" DECK JOIST COMPOSITE 2"x10" BEAM (1)H2.5 CLIP EACH INTERSECTION
SHANK NAILS INTO 6"x6" POST S-1 WALL LEDGER (1)LUS28 FACE MOUNT HANGER GROUP R (RESIDENTIAL OCCUPANCY
TYPE VI C(bNSTRUCTIONS
COMPOSITE 2"x10" BEAM 6"x6" POST (2) 5/80 THROUGH BOLTS UNPROTECTED
UNSPR'INKLED
NEW 6"x6" P.T. SYP No.2 6"x6" POST EXISTING GRADE EMBED 5'-0"f INTO EXISTING 1. LIVE LOADS,
2 ' B" P.I. SYP .2 2 6 POST (TYP. 3 LOCATIONS) GRADE
L D B OCKING w/ 4-16d (2)2'110" P. . SYP .2 UNIFORM LVE LOADS
H ADER AM A (1)2' x8" S-1 S-1 NOTES: ELEVAT D DECK 40 PSF
T I L SS STEEL ING SHANK I
-H .T. S NO.2 IM BO RD 1) CONNECTORS ARE SIMPSON STRONG TIE, 316 STAINLES STEEL.
o AIL INTO x6" P ST 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. 2. BASIC ,WIND, SPEED 120 MPH
3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: IMPORTANCE FACTOR 1.0
E I TING 6 ' 6" P.1. SYP .2 EXISTING 6"x6" P.T. SYP No?•2 EXPOSURE C'
4 P T. CUT OWN BEL NEW POST. REUSE AS POST FOR LUS28 10x10dx1 '/2" STAINLESS STEEL NAILS MEAN ROO HEIGHT 15.0 FT
ROOF PITC 0/12 (0.0 DEGREES)
S-1 _ D KING M TERIAL THIS _ DECK HANDRAIL. TYPICAL H2.5 10x1Odx11/2" STAINLESS STEEL NAILS INTERNAL PRESSURE COEFICIENT "OPEN" +0.0 -0.0
L ATION NLY EACH SIDE OF DECK /
3. ALLOWABLE IT
_I'
UN STRESSES:
-- - I A) CONCR TE - DESIGN AS PER ACI 318 LATEST EDITION
XISTIN (2)2"X 0" P.T. SYP N 2 L\� _ I - I °
CONVENTIONAL FOUNDATIONS f'c = 3000 PSI
DEC BEAM. DD (1 "x10" 10'-6' ±
ALL OTHER CONCRETE (U.N.O.) f c = 3000 PSI U
P.T. YP NO DECK BEAM ISTER - - B) REINFO CING STEEL - ASTM A615 GRADE 60 z
TOT EXIS I G DECBEA FAS11N w
w/ 4 WS 1 RING HANK TAINL S EXISTING 2'-0"x2'-0" ° ° IJ ?
CONCRETE POST COLLAR u ° C) SOIL BARING (DESIGN MAX.) 2500 PSF w ?o
STEEL NAILS 12' 0
-44 FOOTING o 4. ALL DIMEN ION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 Q _j w
a 2" P.T. SYP N 1 DEC JOIST ® 16" C. ° OR BETTE WITH AN ALLOWABLE BENDING STRESS Fb = 1200 psi, Y x < = a
CID YPICA ° IN ACCORDANCE WITH SOUTHERN YELLOW PINE INSPECTION BUREAU Q "
° GRADING LES. U _j m c
D L 2"x8 P.T. P 5 3 D L 2"x8 P.T. S P Ld
o W `
N .2 EN JOIST S-1 S-1 No.2 ND J01 T H2.5 LUS28 ALL LUMBER TIMBER, AND POSTS SHALL BE PRESSURE TREATED V) J o
IN ACCORDANCE WITH AWPA STANDARDS. C-2 AND C-14. THE _ 0 o>
PRESERVA VES SHALL BE IN ACCORDANCE WITH FEDERAL Q z co p u
J L_ L J L J L J L J L J L J L_ L
J_j L - L J L J L J L J L J L SPECIFICAT NS TTW-571J ANE}-TTW-536 AND AWPA STANDARD P-5. 0 cn
2"x6" "IPE" DECKING w/ c j 0 Q
ALL 6X6' PILING IN GROUND SHALL BE 0.60 ACQ. ALL 2' x10 DECK - z
EXISTING TWO STORY, 2pcs-#10 x 31/4",#2 SQUARE BEAM MAT RIAL SHALL BE 0.40 ACQ. ALL 2"x8" JOIST MATERIAL SHALL- � 0
TIMBER FRAMED HOUSE , - DRIVE TYPE 316 STAINLESS BE 0.40 A Q MATERIAL. ALL 26" DECKING MATERIAL SHALL BE IPE.
EACH STEEL INTERSECTION DECK S AT ALL 4",x4" ANDRAIL "xPOST MATERIAL, ALL 2"x6" CAP MATERIAL, AND ALIL
2"x4" HAN RAIL MATERIAL SHALL BE 0.40 ACQ MATERIAL.
1pc SIMPSON LLUS28 STAINIESS 2"x8" P.T. SYP No.2 CONTINUOUS
LEDGER W/ 4 ROWS 16d COMMON 5. ALL EXPOSEID HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS
STEEL FACE MOI)NT H NGE w/ R E N N 0 VA TE D DECK FRAMING PLAN WIRE NAILS INTO EXISTING -STUDST SHALL MEET REQUIREMENTS OF ASTM A-325, TYPE I, AND HOT DIPPED Y
10-1OdX11/2"5TAINL SS S, EEL " O.C. ALVANIZED IN ACCORDANCE WITH ASTM A-153. NUTS SHALL MEET THE U
N ILS ® 16 . REQUIREMENTS OF ASTM A-563, GRADE DH, AND HOT DIPPED GALVANIZLED
SCALE: IN ACCORDANCE W/ ASTM A-153. ALL EXPOSED NAILS, WASHERS, AND W
HARDW#AREI,SHALL' BE HOT DIPPED GALVANIZED (UNO).
2"x8" P.T. SYP No.2
JOIST ® 16" O.C. ALL SCREWS TO FASTEN THE 2"x6" DECKING SHALL BE #10 x 3'/4", Q
4 SECTION #2 SQUARES DRIVE TYPE 316 STAINLESS STEEL DECK SCREWS.
2"x6" SYP No.1 CAP 0
RAIL ALL NAILS 0 FASTEN FRAMING SHALL BE 12d RING SHANK 0
2"x2° P.T. SYP No.2 / S-1 SCALE: 1 '/2" = 1'-0" TYPE 316 TAINLESS STEEL.
2"x6" `IPE" DECKING w
VERTICALS ® 5'/Z" O.C. 6"x6" P.T. SYP No.2 2 cs_ 0 x 3'/a",#2 SQUARE ALL SIMPSC LUS28 FACE MOUNT JOIST HANGERS SHALL BE TYPE 316
2"x4" P.T. SYP Nc.2 P
(4 CIJEAR,._ OST BEYQN,D EXTENDED »
TOP RAIL' _ MAX.)) o _ - rld1 HANDRAIL S DRf�f1s E 316 STAINLESS 5 2"x6" IP DECK( w/ _ - STAINLESS TEEL
N.
STEEL [BECK ' DRIVE TYPE 316 STAINLESS H2.5 HURRICANE SHALL BE TYPE 316 STAINLESS STEEL. w U
„ Ljj
6"x6" P.T. SYP No.2 POST 6. UNLESS
2 x4" P.T. SYP No.2 EXTENDED FOR HANDRAIL I i
EACH Ijg1TERSECTION ALL°�I
MID RAIL SLOPE STEEL DECK SCREWS AT H
1pc GIMPS N H2' 2"x6" "IPE DECKING w/ 2"x8" P.•T. SYP No.2 EACH INTERSECTION 0Th RWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER Q Z
STAJINLES STE 2pcs-#10 x 3'/a",#2 SQUARE RIM BOARD. ;FASTEN w/ FOR REINF CING SHALL BE AS FOLLOWS:
HURRICANE LIP w DRIVE TYPE 316 STAINLESS 2"x4" P.T. SYP No.2 3 ROWS 12d RING SHANK > W c
COf VEN ZONAL FOOTINGS 3" LL
2°x8" P.T. SYP No.2 STAINLESS STEEL NAILS ILL
W
10-10dx1 '�2 "
STAINLESS STEEL DECK SCREWS AT BOTTOM RAIL 1 ® 16 EACH DECK JOIST 7 ANDICS+NFO CING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE J (� LL
STEEL NAILS AT EA EACH INTERSECTION FRIM BOARD. FASTEN w/ 2"x8" T. SYP No.2 END OF L BE DING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS W a
DEC J01 SLOPE 3 ROWS 12d RING SHANK JOIST C� 16" O.C. PECI CATIONS. ALL REINFORCING STEEL SHALL BE HELD W
STAINLESS STEEL NAILS DBL 2" 10" P.T. SYP No.2 SECURELY I POSITION WITH STANDARD ACCESSORIES DURING PLACING
® 16" O.C., INTO THE 1pc SIMPSON H2.5 STAINLESS -/ DECK BEAM. FASTEN TOGETHER OF CQ CR E. ILL
END OF EACH DECK JOIST STEEL HURRICANE CLIP w/ w/ 4 RZOWS 12d RING SHANK 2"x8" P.T. SYP No.2 r
` 10-10dx1'/2" STAINLESS STAINLESS STEEL NAILS JOIST U 16" O.C. 8. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS N O Q
2' x8" P.T. SYP No.2 DBL 2 x10 P.T. SYP No.2
DECK BEAM. FASTEN TOGETHER STEEL NAILS AT EACH ® 12" O.C., FOLLOWS: x U a
,ADD 2 cs 5 "0 THROUGH JOIST @ 16" C.C. w/ 4 ROWS 12d RING SHANK DECK JOIST �� CONCRE E 40 BAR DIAMETERS N
BOLT w/ "0 WASHERS 2pcs 5/8"0 THROUGH STAINLESS STEEL NAILS 9. IF THE 'F00ING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR AP
AND EX TS, BEYOND BOLTS w/ 2"0 WASHERS C°3 12" O.C., 2 -
AND HEX NCTS 2 SECTION 5 SECTION UNSTABLE fl01L, THE ENGINEER SHALL BE NOTIFIED.
EXISTING (2)2" 10" .T. SYP No.2
CUT-IN 1 /2 SEAT INTO 6x6 S-1 SCALE: 3/a" = 1'-0" S-1 SCALE: 1 '/ " - 1'-0" 10. PROVIDE AL I TEMPORARY BRACING, SHORING, GUYING OR OTHER
DECK LBEAM. ADD 1)2"x10 P.T. tpc SIMPSON H?_.5 POST TO RECEIVE HEADER BEAM.
SYP NO.-2 DEC BE "SISTERED" STAINLESS STEEL INSTALL 2pcs 5/8"0 THROUGH - - ___ _ TQ _ UPPORT STRUCTURAL ELEMENTS IN PLACE DURING;
-- --
- -
TO -FHE E ISTIN DECK BEAM. HURRICANE CLIP W/ BOLTS AT EACH BEAM TO POST 2"x6" SYP No.1 CAP CONSTf UCT N.
FASTEN w 4 R WS 12d RING 10-10dx1 '/2" STAINLESS
RAIL 11. VERIFY ALL IMENSIONS WITH THE EXISTING STRUCTURE. >
2"x4" P.T. SYP No.2
SHAN ST NLESS STEEL STEEL NAILS AT EACH INSTALL Z-FLASHING AND TOP RAIL 2"x2" P.T. SYP No.2 0
NAI S 12" O.C. DECK JOIST - _ WATERPROOFING AT JUNCTURE VERTICALS ® 5'/2" O.C. 12. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE
RESPONSIB FOR CONSTRUCTION MEANS, METHODS TECHNIQUES
WITH EXISTING WALL AS PER (4 CLEAR MAX.) Z
PROCEDURE ;, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE z
CONTRACTOR OWNLER 2x4 P.T. SYP No.2 6"x6" P.T. SYP No.2 POST CONTRACT , OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR
NEW 6"x6" P.T. SYP No.2 / MID RAIL
o EXISTING "x6" T. SYP No.2 - POST EMBEDDED 5'-D"t STEP AS PER OWNEER, 6" MAX FOR HANDRAIL THE FAILUR OF ANY OF THEM TO CONSTRUCT THE WORK IN W
o p05T. C T DOWN TO BELOW v�O� - Z INTO EXISTING GRADE ACCORDAN WITH THE CONTRACT DOCUMENTS. (L/
NEW DECK( G MATERIAL. V P w (TYP. 3 LOCATIONS) 2x6 IPE DECKING W/ /
MIDdLE P ST L ATION ONLY 2 SQUARE 2x4" P.T. SYP No.2 2"x6" "IPE" DECKING w
p 2pcs-#10 x 3'/a", BOTTOM RAIL
-� 2pcs- 10 x 31/4",#2 SQUARfE
\�KZN _IT' m DRIVE TYPE 316 S AINLESS
�+ _ ) o w STEEL DECK SCREWS AT 2"x8" P.T. SYP NO.
FDRIVE �YPE 316 STAINLESS
STEEL DECK SCREWS AT
EACH INTERSECTION JOIST ® 16 O.C. EACH INTERSECTION 'S C f�o�
-� ( Copy
EX ISTIN 2'-0"x2'-0" - �_ `n p SLOPE y o SLOPE 2"x8" P.T. SYP No.2
CON ETE COLLAR -� -1 z EXISTING 2x8' P.T. SYP No.27 X
FO ING AROUND �_ 1 - - RIM BOARD. FASTEN w/
6"x6" POST =' CONTINUOUS LEDGER. VERIFY/REFASTEN 3 ROWS 12d RING SHANK
_- w/ 4 ROWS 16d STAINLESS STEEL STAINLESS STEEL NAILS DRAWN
NAILS INTO EXISTING STUDS/FLOOR MLC
[4 a FRAMING ® 16" O.C. " 2"x8" P.T. SYP No.2 ® 16° O.C., INTO THE
2 x8 P.T. SYP No.g DECK END OF EACH DECK JOIST CHECKED
JOISTS 0 16" O.C. SOLID BLOCKING w/ 4-16d „ CCK
1pc SIMPSON LIJS28 STAINLESS STEEL RING SHANK DBL 2 x10 P.T. SYP No.2
a A STAINLESS STEEL FACE NAILS INTO 6"x6" POST 08%8/05
EXISTING WALL FRANf11NG DECK BEAM. FASTEN TOGETHER
d MOUNT HANGER w/ w/ 4 ROWS 12d RING SHANk
N -1 -� �- o a 2pcs % 0 THROUGH AS NOTED
. I 10-10dx1 '/2" STAINLESS STAINLESS STEEL NAILS SCALE
STEEL NAILS BOLTS w/ 2"0 WASHERS 0 12 O.C., PROJECT JOB NO.
a o 1 AND HEX NUTS LOCATION E05-033
N ( a pa a I SHEET
,.
1A SECTION 3 SECTION 6 SECTION
\ d I _011ALE: 3/a 1'-0 \ /
SCALE: SCALE: a77= 1JN 41 -
Wind Zone Yap -
C) _
SHEET , OF
FILE COPY