Permit 685 Sailfish Dr Renovation 2011 CERTIFICATIONS
INDEX OF DRAWINGS
it ,l A., mow
-2009 updates CL.
Code: Florida Building Code 2007
C=
SH 1 Index & Certifications
National Electric Code 2008
SH 2 Site Plan
Building Catagory Type V unprotected
SH 3 Foundation LAM
Wind Catagory "C" Basic Wind Speed 120 MPH
SH 4 Floor Plan
Wind Importance Factor 1=1.1
SH 5 Ruilding Section
I F
Internal Pressure Coeffecient +.18 or .18
SH 6 Nailer Plan
0
ME2
Fastners Simpson Strong Tie SH 7 Roof Framing Plan
it if ,
A Lop
T
R
0
Drainage Sec 24-66 Land Developernent 114
SH 8 Typical Section
Regulations Atlantic Beach Fl
SH 9 Elevations ;To
SH 10 Specifications
it
I Vrfi , SH 11 Electrical
The Work:
qi�
SH 12 Detail Sections
ation of existing Residence
Interior Renov
lt4
SH 13 Typical Section/ Schedules
ti iiAU New Plumbing & Electrical Rough & Trim
Expose existing Trusses and Roof Deck
Block Above existing Roof for Icyene Insulation
New Cabinets and Interior Finishes
Application of new exterior siding soffits & insulation
Addition of Entry Porch Carport and Storage Room
e enovo ioi
New Roofing
Concrete Paver Installation For Walks and Drives
Repair of existing Storage Shed
685 Sailfish Drive East Atlantic Beach F1
Relocate Air Handler and provide new Duct Work
Design ngineerift-g
At"9�.A Vermey Archii1tect
P*+,Or Cojson [)wjqn Por plo" 420 South Thiird St
Jacksonville
PW* Q04-759-M0 ach Fl
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In rawings a
dex of D nd Certifications
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15r-6--—Deve I opemi
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POSA developer
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Retention Depression
R%quired Stor
J;
550 Sq FT
Peirposed Ston
3 .8'Deep
rn
it
Robwa M
LIJ
(D
4 Legal I
Cf)
CO 0 Lo
W
30-60
00 Ln
Roy I I
(D
4 \Y/ 100
3'5
Design Engineerir
It MenJe Ren&mtion Atlantic Be" 'Vermey Arc'
Note: Note�-* Pater Coalson Desson tP'-" 420 South
Install Perimeter Silt Fence To Control O&tain Right of way permit before pouring
P" QC4,759-2556 Jacksonville
N*w Driveway Aprons & walk
sion
Surface Ero.
IN Site Plan Scale V'? 10'
V
------------ -----
�iih ,,,, - �x�j
U8
teanites CF—1 FJ Cedar
-Irea:Lfor
r 3.5 x 3.5"
Protect treatrinent w/ 0 0 Grout to Level M Base
Post
6 Mil Vapor barrier
Level With
6" CF-2
1/2" Dowel
Pavers
16, 0. C.
2- 5/81" Bars C )ntinuous
t w/
ner
Fr
8
0
-N
4"
1*-- --11 411
7
rs
3 5/8 Bar EW.�
13' 8"
\,�2
...........
Scale 1-1/2" V-01
Existing Foundation
—011
-1/2
rS Scale 1 1
1 1/2"
\,�3
New Concrete Pavers
5/8
MONOIlffl-11C
I k 41o' Bar
CONCJKETE SLAB
SLC
14
Center (of Door
j
j�4
Md vapw go-'is
41 4'
11 4"
5?
4' 81'
-jk 21 21
2
2t 7' x 7' 2- '5/8" BARS CON
al
r-Tul
21
it S
Y 4"
2!
if
Form 7" x 7
81
Engine -wing
ij . Pier Typical Design
Vermey Arrchitect
R"&,mbw At"
Coalfm ign Zar F-10" 420 South Third St
Scaft 1/4" Nor
Foundation Plan
JacksonviWe Beach Fl
P" QCW1-75q2556
Foundation Pla
n Scale 1/4" V
"JI tj
J.:f �j&W
Replace Window 14'
W/ New Door - Replac(
�'i q
Block In Opening Now VoJ C"
mm
r
0
n" 6'
ZAOM-
LauniN
Bjroom 2
f?""m I
I F
0,
U
7
8' 9 1/4"
1 2
914
DW
1-0-4t 411
8' Ceiling Line
1 12"
Framte in Door opening
Carport
z,
Replace 2x8 wall
w/ 2x4 wall
Repilace All
1318" Replace Vent
-N- Existing Windows
w/ 2" vent
V W
Cmu
Existing 6
Pfl�
JQ
8'
3* 4�"
13'
New Wood Post
Post
comwte Pave"
11 8"t
Design 'Engineering
M" R*navation At" Aearmey Archi
—9' 4"— Poter Coalson Nign C20 South Th
G*W to& 904-759--2556 I&Cksonville E
Floor Plan Scale 1/4.1#1
P
Toe nail blocking to Applied Membrane
See
Detail flat plate
t2l
CR 4\
5-1
Metal Flashing ............
See Detail
2A Flat Screw
2x1O Ridge
t Existing Truss
o
M Rafters 2A Vertical 2! 4
O.C.
Typic 4
al 241, 0.C.
Conector CRI
777,77,,,77 7 1,77 7
Conector CB I
j
7 1/4"
Typical
V
CR 3
Aj
6"
-2x1O Beam
2
4A Post CB I Existing Deltail 5-1
Hurricane Clip
W ap w/ Cedar
K, 8' 1/2"
53"
7' Typical Roof Pitch
4A Post
Wrap with 1x IF
Existing Roof 2 1/2 IN
Planks
4
Entry Roof 6 IN 12
M Base Carport and porch roof Min Slop
0 0
Material Notes Sheet *!,to
Pavers
A4
ji
CF 1
Design EE'naineeri6g.'_
Entry Porch 15ection Verr.-Tney Archite
c
S Menl Renovation Atlantic Beach
f:[" 420 -South Third
Entry Roof- 6 1/2 in 12 Peter Coalson Desion
Jacksonville Bea
X
P" 904-759-2556
Build Sections Scale 1/211
�j
8
Applied Membrane
Toe nail blocking to
See
flat plate 5p
Detail
Plly
CR 4
5-1
Metal Flashing
See Detail
2�x- 4 Flat Screw
2x1O Ridge
X
to Existing Truss
2x8 Rafters 2-A Vertical
Conector CR1
11T
110.
�Ilj 241, O.C. 24
M3
Typica
Conector CB 1
3 1/4"-
7 1/4"
Typical
CR 3
611
2-2xIO Beam
4A Post Detajil 5-1
CB 1 Existing
lw� :J
�X,
W p w/ Cedar Hurricane Clip
�! T
/211
81 31'
7'
4A Post
Wrap with 1x F:�J
Planks
j
2x8 Base
0��O
6-
k rs ---
If
I v
CF I
Eq�cjineering
Design
Afey Architect
Verrr
Mlenole Ronavation Atlart;c-
rch Section 90=11
Entry Po
S
420 !South Third
P*tOr Coalson Nign ;*r Po"
P6m 904-759-2556 Jack%,onville Beac
Build Sections Scale 1/211� it - of
39
2- 2x1O
Header
A
Flat 2A Perlin
2x8 Rafters 24" O.C.
2x1.2
it 41, Built Up beam
C-4
Ridge B)ard
Icynene
Insulation
C 2
2x4 Hip
10' sectior
Block
Of 2x1.2
IMF
See Nailin4 C-3
Pattern
2x
8 Ra ers
Add 5'F "m
0.
Post 2+7 0. 2x4
",'Blocking
Splice, over Post
T
2K8 Hip
i gl
0
Post 2x8 Facia
C-1
lt 2-2x1O Beam
R11 7�
Design �ngi eering
Me" RonovabonAt6r+= 9&" Vermey Arch
P*ter C046n D"lion ;or F-10" 420 South Tt
A-
P" 9CA-759-2556 locksonville I
J
iR,
2--2xlO Beam
t
Nailer Layout SCAJLE 1/4 1
2x8 Facia
M�
CR
3
C
Ir tersE ction of Rafter Ins ulsti( n Panel
?x4 E locki ig fo i nSL Istior
C B
2
t
Double Joist Hanger
2x4 Ridge Bloc c
CB
CR
11131/1611 1 1
2x4 Hip Block
H
z Post
KH
CR
2-2x12 Beam
IN, 4
see slice detail
2x 0 Ri Jge E oa,jr
2x8 Hip CB
2
Ilk
11131/1611
CB
CB Ar
2
CR
Pos
2
D&u e i ange
A01'
2xit Facia w/
Yi M Rafter lxZ drip
CR
Design
Engine
2
----911 3 3/
161211-
g.1
M" Renwatim At"Bftxh Vermey
PAer Colon Dm3n Pcft-Po" 420 Sout
R
it
aR 7
St( C
2x :Hi:p BI
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it 51
4f 0, 904-759-2556 Jacksonv
CB
Beam
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Projects
Fl�
7/22/2011 Roof Framing Plan Scale
1W
Vil
Qxistino
New
A
Constructiion Constmction
5/8" T11 I Plywood\
ConecItor CR-1
App
Men
2X8 Rafter 24" O.C.
2!
2xJ.o
2
5/8" Plywood Deck
8"
T111
2-21x12
2x8 Rafter
d
CFk 3
R�3
IN ,
2-2xlQ
CR-2
J! 't
4"TOA,
J
1 3'1
Wrap :�1/2'
8' 1/2"
7
Post
CB-1
New
F
Window
L"
G
CF-1
0
Pavicmrs over
Conc. Footing
Existing Foundation
0 0
Porqh
S
S2 cS)H3 Sectijon
Carport Sec+ion
Engi-ineering
rs Design
3 Architect
Verrney�
M*nJ* Ronwation At6rwt;c BwA
420 SoUAh Third St
P*ter Coalson Dwien Por Plo"
P" 9C4-759-2556 Jacksorviville Beach F
=01,4011
Section SCALE 1/2
Em
on
JU
Ng'-wim
x�-Sva:�w1a L
MEN 'AL
VUS, AWRI
omnr i Un n;reu I!ti a i;rl, du!�
li'lli ZVO*
00it.Mt
all A540511
At wig
nigaim Sig JNQ ;paw
;!lw 1144
tar
RXERN NEW
4 A
Vii LNOINIMMIP'A
a--m -a-ph -1 _Lll�lm
we il sm,
Design Enginee
Vermey
M" Renwation At6nt�_-
420 Sou
P*tar Coalcon Desion
Jackson
P" 904-759-2556
Elevations Scale
4"=l.-011
Water Proofing:
71 Geal Cracks 1/16" Or larger with acrylic Sealeant
Masonry Sills None.
Full Wood Sills In Masonry Opening Apply Pee[And stick Membrane to bottom of sill
M Window Sides & Top Seal Hous(AwraP to side of window bucks at junction with Firring
T Connection Sithedule
Wrap Exterior
With full shteet of House wrap. Tape Joints
Deck Below insulation
Install Carli§le water & Ice Protection over existing deck
Low pitch shingles Install Carksle water & Ice Protection over existing deck
Flat Deck Siplast Pairadiene 20/30 CF-I ABU44 6-10d
Window Trim to window buck Acrylic caLAlking over 1/4" Backer Rod
CF-2 ABU44, 16d
12
Window Nailers
Attach 2x6 Pt Nailers to sides of Masonry Openingi§ CB-1 AC-4 6-16d I
VA
anchor with 3/16" Tap cons Provide 8 Anchors per 3' section of
d
woo
CB-2 LUC 21%Z 10 12d
1 J
N
V7, Wood Doors:
Install Finish Jarnbs with 3" #10 Screws 12" oin Center CR-1 H1 6 8d 1x1j
Install Pt Jarnbs with 3/16" Tapcons 12" on cemter Staggered
Sills oreater then 36" require two # 10 in Screws inl. CR-2 H 2.5A 8 8d
V!,
SPEOFICATIONS:
CR-3 Mts 12
10-10d
J� i
7 %J4 Cast in Place Concrete:
r All Concrete shall have a minimum compressive strength of 3,000 psi and=mp y with
ACI Standards: 301,315&318
Concrete Reinforcement:
C-3 Beam Spli(�*e Stagger 16-(
All reinforcing shall conform to ASTM A615, Grade 60 Steel except bar#:J3 or smaller
bar. All bars shall be lapped 30 diameters. Reinforcement will be drilled amd attached 4' each sidE
Ti with two part epoxy a min. of 7"into existing foundation where noted.
C-2 Plate
Slab On Grade:
2 #8 Screws
Slab On Grade shall be 4"Thick Fiberglass reinforced concrete placed oniclean
'Jil
ccImpacted fill. Install 6 mil vapor barrier after termite treatment confirm AV 301
C- 1 Blocks 2-12d toe nai
Framing
T
All Framing Material will be#2 standard or Better
C-4 Ridge Block Two 16d n
All Plating Material will be#2 Yellow Pine ai s
All Rafters will be#2 Yellow Pine
A All nailing&fastening will comply with FBC table 602.2 (1)&(2)
jp
eader Material will be#2 Yellow Pine with CDX spacer
C-5 Threaded Roof MIn 6-0" O.C. I
IPA"
Metal Connectors are called out from Simpson Strong Tie products Embed 6" in Cc
Roof Sheathing will be 5/8"T1 11 Pine Plywood two Part Epoxy
with 2" square
Roofing
Q'Irl, 30 Year Asphalt shingle to match existing roof
T!
r
i T,
Applied over WIP 100 Ice and Weather Shield Membrane
6 Nail Per shingle application
Masonry
Unsupported Openings beneath Existing Tie Concrete Beam not to exceed 6-15"
N1,
M" Renovation At"
Dodo
Plywood Sheeting
Peter Cocolson Dwio��Pw P4"
k
Ring Shank 6"on Center Field&Edge Suppo t H Clips
rt W
Roof 8 Penny
P6ne 904-759-1255�b
il,-,' Wall Sheating 8 Penny-Ring Shank 6" Field&Edge
A
3
V,,
tH Spe ications & I
w
411Z C
Now WoJ Dwck
Shower
Wp shed circuit
Head
F77777
(P
0 0
-) 0
A;- C
Chase above Tri i�s Cord
Under Cabinet Lighting
aunJr4
HB
Disposal
r
WP
44
IPF
RPTi
Extend Waste Ar inside L
DW
of 2x4 nailers
Dw
2x4 Chase
above Truss Cord
Mw�
1/2
2x4 Chase Above
truss Cord
A,
P!�
46
Block Between
Truss Typical
3a
remov a Cast Irton Stack
01pen Carport
1/2
A
r
Ceiling Fan Reuse Conduit
EHan ik
A
Duplex Receptacle
M:,
Switch
C—ntrm4 POrA Design
Engin
Ceiling Fixture
Me" Renova6on At6ntic Bomh Vermey
Wall Fixture
420 Sou,
P*ter C(Json D*svn P"
k' ' V W .
P" 904-759--2556
Jackson)
Recessed Can
it
f
Bath Fan
ELECTRICAL PLAN S(tale 1/
2
New 2x4 Rafter tail
New 2A Rafter tail
D�nsuilation_--,
l-
2x4 Ret n SA" CDX
2x4 Ret n
2-1
T
Fi
41' Screws
1x2PT ..........................
rip Edge I x2 PT Cut Tru il,
Drip Edge
R�i New
Vinyl
Vinyl Soffit Rip 1x1O
jx4 pt flailing Band
Sof fit 1x4 Backing Existing Concrete Header New
2x6
Existing 1-
Exioing Hurricane C
F3 Cedar ZZ Existing
2x4 Blocks Truss 2x8 FJ Cedar
Existing Con(
Ix8 FJ Cedar 0
2x4 Blocks 0 0
House WrAP 1x4 Pt Band
Wit, 1, i �', 11 4%
Caulk Bead
'I Cedar Tri
m
F.
jI Houso� Wrap
F3 Cedar Trim
Us: 0 W'jndow Buck
Caulk House Wrap t I
2x4 [Nailer
\\//'I n o eaJ Sect-10F
24" (O.C.
1,lit
Vinyl Hardie
Shingle Panel
Window
P i
Cornice Sec+
6" CMU
Grout Sill
Shingle --SP1ccO Scale 1-1/2" -011
Below Win.
Panel
W/ High Strenght
Seaileant No Shrink Grout
Attach Nailer
to W
all W/ Masonry Min.
T a
r Schedule
pcons Pe
Penetration
Shutter Pins
Existing Sill
ing
Exist
C;edar
CMU
-Trim
F] Cedar Trim # 10 Screw Min. Design Engineerin,
1-1/2" Penetration
Vermey
2-�x,6 PT M" Renoyl At"Bemh
Sealeant -
P
New Vinyl Window flailer— Existing Peter Coil Nign F–m Po" 420SOUt
CMU Jacksonvi
A; I N� P" 904459-2556
41,
R ,
1/2 it- oil
1 , v4 Sill 5ection Scale I
Plan View Scale 1 1/2" 11-0"
0 011111WU�WU l",:I II'I.IA10 It�h J
FIT,
IWTS
�TTIT,
2x8 Rafter
Metal Drip
1/2" Bolt Door Schedule
Edge uare Washer
2" Sq
-06-18
DI 5
1 3/4 F
-T111
5/8,�* -0 648 C
D2 6
Plw6KA
1/2" Plywood 1x2 Hurricane Clip
D-3 4-0
Ir
1X10
4,9ll
2x4 CR-2 D-4 2-6 648 1 3/8
k, -0 648
1 3/8 T
D5 2
!/2"Threaded Rcd D-6 3-0 648 1 3/8 1
House Wrap
-7 2-8 648 1 3/4 1
j D
C-5
ij
8' 1 1/4" D8 2-0 648 1 3/8
t
2x4 Stud
7/16" CDX Sheeting
Hardie Board
se plate
Pt Pine Ba
Shingle Panel
5/8" rod contimiuous at peirme,.er
Fir
3000 Psi Concrete Slab
iv;
Reinforce with Fibermesh
j, 1 2 ' A thr@ad Rod
m n 6" emb*dment Anchor with two part epoxy
0
T Design Engfin
verrr
5/8" rod on Metal Rod Chairs Grade#6o Steel M*nJ* Renwation A+Lnt;c DOM.%
420
P*t*r C"On Dos* ;:(m P"
il
P6m 90445Q.2556 Jack�
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JX10
�mi
4plca ion
Sect' stora e
",4 i
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