HomeMy WebLinkAboutSubmittal-David Sacks-DERM Approval of Building Plans141.50' (M )
s 150.00' (R )
Site Plan
4'C.O.S WALL
LEGAL DESCRIPTION: LOT 13 BLOCK L
OF RESUBDIVISION OF A PORTION OF BISCAYNE ISLAND SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40 AT PAGE 34
OF THE PUBLIC RECORDS' MIANI-DADS COUNTY, FLORIDA
io-o0523- Sub;Hal- 11vrdSacKs_ �Er2m A
Proves
Flans
See Pion Boy For
Ewet Duck ad
Boot Lill Dinrngon
Dock/Boat Lifts
Ken MI
�TFIDDI
,
ex"
921 M.Veneluon *ay
w.Rog
Moroi Beach, Florid] 331.19
w .
Conimctor to °Arvin
ow r
utility clearance
prior to pile *kilo.
call: 1-800- 432 -A770
mare
BISCAYNE BAY
New 4' x 45' Dock
With EPE Grated
Decking
Existing Boat Lin
and (4) Concrete,
Support Piles
To Remain
20'-3*
/Umits of
/ Typical Both
25'
Existing Access Walkway
4.f' x 26.1' and (5) Concrete
Dock Support Piles To Be Removed
Existing Terminal PbBonn
17.25' x 7.25' and (5) Concrete
Lbck Support Piles To Be Removed
New 40,000 Ib. Yochl
— Boat Lift and (6)New
_
Concrete Support Piles New 4' x 45' Dock
frith EPE Crated
Decking
16'
Limits of Raring
Typical Rath Sides
New 24,000 lb. Yacht
Boat Lilt and (6) New
Concrete Support Piles
20'
New 4'x17' Marginal
Dock with EPE Grated
Decking and Rang on
Outside Edge
Plan View
Scale: 1' = 10'
Existing Seawall
To Remain
34' 6'
DER
PR
NAME
DATE
COA A CTIO
APP
1.0
Dock/Boat Lifts
Ken KM
921 N Venetian ray
Miami, Ronda 33739
INT WM
as
ul.11.1c
PLOT
120
Contractor to abnin
on w.
utility cban oru
prior to pile drtvhp.
cIU: 1-800-432-4220
�+" v
ftx
X
4'
Mkt
20'
20' 9°
45
Limits of
A Roiling
(2) Existing Concrete
Pies To Remain
27.
. Jl .11
2
12'
Framing PIan (West Pier)
Scale 1/4'=
Section A -A
(6) New 12 x12 Concrete
Nos, Driven to 10
Ton Beo ing Capacity
rB
1I' 9'
12x12 Concrete
Dock Pies To Be Cut
Deb, Deck
1. L'e ixl grated decking with 3//' spacing
with (1) SS Wood Screw per sfdigex.
2. 2x10 stringers 0 16' moo spoing.
2x8 aubstringer wih (2) x 6 Wedge
M hors 0 plies
4. Hurricane strop. Simpson Stromclie f15.38.1
HTS16 (CaAaniled)
5. 4x10 drop hanger with (2) i r 8 wedge anchors
into existing seawall, mina embed/rent = 4'
6 2x8 subsfrirger with (2) 1 x Slag bolts
into drop hanger.
RECEIVED
JUN222010
4'
an
Hen Soot Litt
Swift Pile
12x12 Cuxxete
Dock Pile To Be Cut'
Below Dear
Section B-B
Dock/Boat lifts
Ken Hit
921 N Yanelmn Yay
Womi Beach, Fbn'do MIX
I °"'
DAY
nvanr
Contractor to cabin
oo Ma
Wilily clearance
afroa o
Prior to pile drMig.
calk 1-800-4i2-4770
-
All 7
Submitted into the public
record in connection with
item PZ.3 on 06-24-10
Priscilla A. Thompson
City Clerk
X
11'-2"
Lim& of
Rod'ng
n
6
"rV
—141
11' 2'
45'
A
5
20'
tl
11' 2'
Framing Plan (East Pier,
Drop Hanger Detail
, B
M
II
Section A —A
(14
New 12'x12 Concrete
Pde4 Driven to 10
Ton Bearing Capacity
--6"
4'
1. pe 1x1 prated decking with J/L' spacing
with (1) SS. Wood Screw per stdrger.
2. 200 stringers 0 16' max spaing.
3. 2x8 substringer rich (2)1 x 6 Wedge
Anchors 0 pies.
4. Hurricmm strap Simpson Sbohg-Tie F1538.1
H7S16 (Galvanized)
5. 4x10 drop hangs with (2) i x 6 wedge anchors
into existing seorol6, mirt. embedment = 4"
6. 2r8 sabsfrkger wfth (2) 1 x fl lag bogs
into drop hanger.
JUN222010 •
DERrA Coastal Resources Section
Natural Resources Regulation & Restoration
• Division (NRRRD)
Section B—B
DERM CO T SECT
NF A P AM
DATE
12x12 Concrete
Dock Pies To Be Cut
Below kck
Dock/Boat Lifts
Kea Hal
921 W venetian lby
Mani Beech, Florida 33139
Contractor to obbin
utility clearance
prior to pile drlrig
call: 1--80O-432-4770
RAN
L.r.a
oe
lelle
Stlefteeetal
Ile
•
See Framing Plan See Framing Plan
-Nat Plor) For (East Pier) For -
Dela& Details
•
11.6-166
r
•
I I
11
VI
11 II
J' 6
4'
1r
25'
4'
Framing Plan (Marginal Dock)
sc.(. r-o-
Existing Pa
Deck To Remain
Framed Step
resting Seawall, Cop
and Rip Rap To Remain
Note:
Existing Rip Rap Badders To Be
Removed By Hand br Installation
of New Dock Piles and Then Placed
Amund New Piles Mar Mediation.
PERM CCM
PRELI
NAMk
PAT
3-11
14.11.W. Kyp._ j_
MLR. -al NOVO
tier Ire.? Concrete
Rea, Bolen to 10
Ton Bearing f:apacRy
Dock Section (Marginal)
Scale 1/4"=. 1 '-0"
RECEIVED
JUN 2 2 2010
DERM Coastal Resources
Natural Resources Rega!atio& & Res, 1.1fa
Divisnr (NRRRD)
Dock/Boat lifts
Ken WI
921 N $iene6on Way
card Brock flod* 33139
Contractor to obaln
utility oh:krona
prior to pile drWng.
call: 1-800-432-4770
DE
.2.1401
IT
OM Pa
112t-11•••11.
The construction of the 1pe grate is as follows:
A 1. slot with o ' open space 0.75°/1.75=0,429=43%.
Existing Pod
Deck To Remain
r_
0
}0.
See Wood
Rm7 Detail
15"
2x6 Box
Framed Step
Existing Seawall. Cap
and Rip Rap To Remain
=5"
10'-5'
12'
1. tpe ix1 grated decking with 3/4'spacing
IPA (1) S.S. Wood Sorer per stringer.
2. 2x10 stagers 0 16' mar spacing.
3. 2'7 substrirger with (2) 1 x 8 Wedge
Anchors 0 piles.
4. Hurricane strop Simpson Strong -Tie F15.38. I
HTS16 (Galvanized)
5. 4x10 drop hanger with (2) 1 x 8 wedge anchors
into existing seawall, min. embednwrt - 4'
6. 2x8 subsfringer with (2) 1 x 8 log baits
into drop hunger.
Dock Section (West Pier,
JUN222010
DL'RM Coaslai Resources Sec on
Natural Resources Reg_leton 8 (NRRR, .Re ,oration
Dims,m
5'-1'
MLW. -d.1
-------------
hew 12.02 Canaete
Pies, Driven to 10
Tin Bevhg capocfty
Dock/Boat Lifts
Ken tat
"
cv
92I N Venetian Way
a,w
Mani Beach, !bride 33139
nun
Contrxtar to obtain
as b
utdty cleo+ones
112'-""'a
prior to plte dri '
coil: t-800-432-4iio
°
AD
The construction of the toe grate is as follows:
A 1" slot with o r open space 0.7571.75=0.429=43X.
Ecistug Pool
Deck To Remain
10'
10'
15'
2x6 Box
Framed Step
Existing Seawall cap
and Rip Rop To Remain
25'
JUN 2 2 2010
Naturlajes R,so ola�rces S'ction
Divrs�on tNft(pRa $ Resro <tion
��Ci.s�E+F3`G�N
1. (ye ir1 grated decking with J/4' spacing
with (1) S.S. Wood straw per stringer.
2. 240 stringers 0 16' max spacing.
3. 2x8 au sbwger with (2) j x 6 Wedge
Anchor
1 r-2'
11'2
11'-2'
6
4. Rurricorie strap Simpson strong -Tie F1538.1
1{rSI6 (Go&mired)
5. 4x10 drop hanger with (2) 1 x 8 wedge anchors
into existing seawa% min. embedment = 4'
6. 2x8 substringer with (2) i x 8 log bolts
into drop hunger.
YLw. -0.1 1VLY0
Dock Section (East Pier)
Pee 12 e12 Concrete
Res, LFhen to 10
Tin Dewing Capacity
Dock/Boat Lifts
Ken 1A
921 N Venetian May
Worn( Beach, Florida 33139
Contractor to Wain
uhTity clearance
prior to pile drivel .
calk -1-800-432-4770
ewn
WRRT
we:
MHO
f.s
lianuerm
11•1101VM111%11AlnilISIMIFIN•""
1.11111
leMdinin FI,
ilirl
i
Section
man inimm
W•Mr.
1
t.11111111111111110...
112
;
40,000 Us Capcoly Plan View
Section
Section "X-X"
40.000 the Capacity
17'
(outside to outside)
[6'
(MS)
RECFP
JUN 22 2010
DE RM Coas.a, R,,curces
Natural Reso_urr,viess,oegQlatiol
isorniD0:21:achi /NIL veneuan,Oriomaalat 1.1::39
UR
11.14/0
Rr
UM Pa
utiliqo clearance
c:17.7n. rtIrde_800totorpa.2.43todff2o_47:;:
121-19=1•F
MIN 7
D
tion
sloration
Elm NI1 _
19'
(nts)
Elevation View
40,000 Lie Capacily
AO
A
AL
Dock/Boat Lifts
Ken rom
921 N *NOW/ RV
kiami Beach, nod* 33139
Contractor to obtain
Wilily clearance
prior to pile drivisE
cog; 1 —WO-432-1770
ILMO,
ft07
ao
Ido.
IA 8
-IM_1111N/0(.f/)1 11,
Section MX—X"
24,000 16s Col oaly
16'
(outside to outside)
MOW
ME■
MatWYYMII�'V:
on
'oration
Dock/Boat lifts
Ken Nilf
92f N Venetian lay
Waal Beach. none) 33139
Al
fsi4al
Pier
41
Contractor to obtain
ova a.
utility cleoronco
prior to pile dridagg.
coil: 1-000-432-4770
mialeal
I, 0
/ /IINNELIN
WIN/
IN NMI_
9'
(rtts)
5'
Elevation View
40,C00 L1 Capacity
A
h,1 " EiVED
JUN 2 2 2010
S.":cUon
Restoratio
Dock/Boat Lifts
0511 1 OM
NATI
Ken HN
DAII
921 N Vatefklfl Say
littell
Mani Beach, Florida JJ139
rim
a
Contractor to obtain
tuti N.
utility d'art/Me
UP-itemq
pflOr to pile driving,
call: 1-800-432-4770
mom
In ID
PIE DRMhG NOTES
E) Pb driving operations she, be observed by a specie,
inspector, including test piles auffderd to determine the
approximate length required la meet design capacity.
2) Pries shall be driven using on oppro ed cushion block
mnsiltiig of material St) arronged so as to provide the
transmission of the hammer energy.
3) Pies shot be driven to requied capacity a mkumum
of 12 feet into born.
4) Plies shall be driron with a drop hammer or gravity
hammer provided the hammer shot weigh rio less Man
J000 pounds and The fall of the hammer shop not
exceed six feet.
5) Ples shop be dAnen nits a variation d not more
than f/4 inch per foot horn the ver6cat or from the
batter Fine indicated, with a maahmrm variation of the
head of the pile from the position shown on the pions
of not more Man three inches.
8) Mere ping must penetrate strata offering high
resistance to . a(hirg, the structural engineer of record
or special inspector rnoy require that the piles be set
in pre--dndkd or punched hales. The pies shod rwoch
their Foal penetration by drhig.
1
CONCF1E7E PIE NOTE
1) Prestressed concrete
7/161, strands, fc=
12x12wdh(4)bhar
, kni21h 20
STRUCTURAL RAWER NOTES
1) Southern Pin Soout framing dnae be
2 (rode, pressure treated
GENERAL MOTES
1) Construction to folio, Florio 8utd g Cade 2007 edition and
amendments as app!cobk and all Lncol, State, and Federal lows.
2) Licensed Contractor shod reify the existing conditions prior to
cammencemerd of the work Are, conflicts or 'omissions between
existing aonditkns or the wrioua elements of the working drawings
shot be brought to the attention of the Engineer prior b the
commencement of the work The licensed Contractor and el sub—
contractors are responside for all lines, *Mims, and measurements
in connection with their work
3) Do not scale drawings for dimensions.
4) Any deviation and/or substitution from the W npation provded
heroin shah be =Mulled to the Erne, for their approval price
to commencement of work
5) M unotkgnated or unforeseen demoM1Tion and/or new construction
concptkvn9 which require deviation horn the plans and notes herein
shad be reported to the Engineer prior to commencement of wart.
6) Ali new work and/or materials shot conform to at requirements
of each administrative body having /trisection in each pertaining
dravmteace.
7) At new materials and/or patchwork shad be provided to match
existing malenab and/or oddoniing work where practical except as
• Epee** noted herein.
8) Licensed Contactor to drop use all possible core to protect at
etching materiah, surfaces, and hunk Nags from damage duig as
phases of construction. •
9) licensed Contractor 10 verify location of existing ublitks prior
to commencing work
10) The Licensed contractor to install and remove at shoring and
bracing as requied far the proper execution of Um work.
11) licensed Contractor to obtain all permits as necessary form
ot last Slate, and Fedora agencies
2x6 top roil n)h
(2) /12 x 3' strews
0 eoch post at each joist
2x8 Side Rai To 4x4 Post
.4ih (3) /8 SS Screws
(2)
4x4 RolAPorf° Post
8'
kneel Note;
Al mafcviok to be pressure treated pine.
(unless otherwise noted).
Al frame work materials to be grade f2.
Ali Deckbi materials to be grade /f.
(urilass oller,in noted).
As hordware to be Stainless Sleet
(unless otherwise noted).
Design In acoordonce m'M 2007 edition of the Florida
BOON Code (2009 supplement).
Devotions shown hereon am based on the Notional Geodetic
Vertical Datum of 1929.
Approved cantroctar to determine the sritobihly of existing
ures and
all dimensions, the approved
troclor
iresponsible for al methods, moonk sequencesaol
procedre of wok
tl
WOOD RAIL DETAIL
42'
ram
Center Lore
CY Pile
a11
1202 Concrete
Dock tiles To Be Cut
Below Deck
5/8e Bolt
lik9MC
JUN212010
DERM Ccaslat (?:::-ounce: EsxtOn
Natural Resources Reg,iaa 1 Restoration
Divisor.
Dock/Boat lifts
Ken FM
921 N Venetian Pay
Lpam Stock, Florida 33139
a} "'
NW
aeons
PLOT
Contractor to obtain
ewe iK
Wally cieorana
prior to drrvkp
cal—800-432-4770
11a