685 Sailfish Dr 2012 Plans INDEX OF DRAWINGS
9
certifications Site Plan 01
SH-2 Foundation Plan
0
c,
SH-3 Addition Floor Plan a U I
to spat a"ay arecakation Q
SH-4 Elevations
t-WA i SH-5 Elevations
I I , S14-6 Roof Plan / Typical Sections;
-T Building Section C/�
710, Cato SH-7
arc . , " P*
I ; SH-8 Specifications U
SH-9 Building Section >4 V4
SH-10 Existing Floor Plan
w 9 SH-11
4 1 Existing Electrical Plan
letises", 4odqo&1 3sil - SH-12 Addition Electrical Plan 11>1
Connector Schedule Details
SH-13
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CERTIFICATIONS
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2010 0 U
Florida Building Code
PIM4
National Electric Code 2010 LU
Type V ca
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25 Building Category
Wind Exposure Q U
130 MPH
Basic Wind Speed
M u; w Si.T Wind Importance Factor I = 1 .0
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oar 1041 la +18 or -,.18 U)
A,c 21' m=um Internal Pressure
a Enclosesd
Volt, Ulm an al 01$` File osure
-ISP DRI a one Qd Heated & Cooled Area c-2 19497
SAJL� ST 10CM. I w noon 1
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Contractor To Verify;
12 1-37 Ditooxions of Existing Stractune 41
34' 0"
Shope v
GRarage Slab 2'P
5/8" Bar
Condnuom $/lr' rje c -
3r *.C�
M all Calls u
See Alternate CODcrft Slab on compacted fill -S
Monolithic Foundation H 6 mfl Vapor Harrier a 0,
A- ej Bad
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F-3 s�
ew 4" Sfab
stfing Wall
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38'-10 1/2"
32� o.c. 12� Into rime Slab
6" Embedment set W/ 2 part
ncrate Foolfing Epo� 1/2" Rod
20'x 12'wn 5A-bmrCmfimmq u
hickeno/ 41 Bel 4
imm Lu
F C�qe Bel
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3 0 u
EXISTING FOUNDATION BOB
S/N' B r Ism
Nw
I'-OP fteg 2'X2P FOCIT[ING
Cul existing 5 a
a PI"3 5/8' Bar E W.
-10 131
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Rigid Conenda >
atOrSoftner Air Handier CCIUMn Belaaw
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M to ljr 5' lie Addition F-100r Plan
522 tta. R Heagid
w CHEDIJ V 303 Sq. Ft Enclaseo 3131Y Beam
W- 1 3o So Single Hung"art
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W- 2 Use sinwellung%layl P4 4
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W-3 U50 shugle Hung Viral w 110
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W-4 3*3* sindeflu"Vinyl a
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21 w NOTE
T 112"ThmadefdRod 6'-0',,. z
Door chedule LOCad at OnMer;
D- 1 EM 4FandWoodl" Locate Neat
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D,2 28 Aff 4PandWoodl"
B-3 an a Fulllfic(asa 1/314
2-0 2 0 Skylight
New Truss Roof c
i4,1 3/12 Fitch 0 -
-rd 4 in
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Metal Shi
aftsh.wift 3/12 Pitch
Singles
f<Azek 0
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sh=11 DMII n 2XZ
13
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Paint Brick Foundation
Ociverwath Soalel/i cK
Handle Shingles
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On existing Roof
phalt Shingle
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LU
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nel Laminate Joints )
Flashing Detail Handle Shingle FEE
HFS�et 13 1
EA" HoUse A� Pressure Treated Trim
1%
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LXI 665 5ALFISH DR
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SIM LEADERS, ��S MD
WILL NOT W ��JIS_E
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A REPAIRS RE91LT11% FROM A TRIS5 oaR sO
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Asphaft Shingles 0
Metal Pmf Faclas Up
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insial Off Pidge vend
New Asphalt Z
metal Roof Mattel Roof Shingles 0
Agoialf Shingles n Ice and Weather Shield 1x6 Paris M
Membrane as D2-gi Lu
AsphatShIngles Co
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Wrap 1(4 PT
Post Window Trim
PMSSUre Treated Wood Ca
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241l 0 EL
New Roof IN
wood Truses; 24' c.c. All U
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Existing Roof 2.vans, W ox�
am Trusses jinta
cavro 24- o.c. Ad gue Ri runt 11 town
e �M`NVF4 71, 7A4 leasing
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ftdTrMP121 N.�� LU
Us
FJ Center
D[6 gavial 3 5 x 3,5' TYPICAL SECTION &ale
Pam 2xe Ease 11011
,-w fDw, 1/2" All
CF-2 Level With Grout
Aggin with Uj
Corner
1/2" Cox
Engineered Trusses Line of existing
P.C. Truss System 2x8 Ridge
Hip Girde
CR R-30 Ratt Insulation 3 Ply Beam
7 2PS Rafters I>
Hip Glider 24" O.C.
Hip Fruss
2x6 Rafters
CR 24" D.C.
6 2x6 Facla
J0
3 2-2x8
I � �6
INS R 30 Timeaded Rod Tie Down 2-M
Facia Insiation 48" O.c..
min died Rod FireStop
1 1/2� Fl HIng U
91 1 f9l I, 1 94
Existing 6� CMU Wall R5 > a<
is - 7' 6'
Foil Faced Ba
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Extsting Slab
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0
New Concrete Slab M
Building S tion A-3 Scale 1/4" I-Of' Iwo LU
Megal Roof U
T
Applied Membrane
jr LU
Torque sa z
Metal Flashing to 25 FT I-ES 8 Pla;
8
2x ::4"P).C.
1/2" Threaded Rod
4'0'P.0
Fire Stop zoncrew Re---
Beam
concrete rind Load Notes:
of Con�ee ah�lave a arealah of2,500 Far
Aadcoriply ACI standards: 301,30 &318
Codes: Florida Building Code 2010 and ASCE-7-10
cowc�
M renfirring"onefinnato ASPd A615. (kade 0 steel Except Ultimate Design Wind Speed Vult. : 130 mph
a Mo
Shlb no Grade Wind Importance Factor: I = 1 .0 Building Risk Category: 11
State an ginde"I be a inininnan of 4"fluoli,fibergais ninfinned!conanee.
Plaxid on competail fill, Ideal 6 nul�or lander aftec noodle,and tivainedit. Wind Exposure: C
Masonry
Enclosure: Enclosed Building
Preening zi
WiJI1fe#2SPFcdA2YelIowPine. Internal Pressure Coefficient GCpi +.18 or -.18
Metal unless offnervvise naedl mandeltamed By Sunlean Seeing Tie Wind Pressure to Components I Claddings (Mean Roof Height 15)
lIandfShoadinel In" CDX over 16"0 C Ar W mer 24-O.0
Plywood Nafflag End Zone = 6'
Itand[Sleadaili 8 Pain, me a, VOC. Foddaidedge
won Aeoning; 8 ovary ring shink 6"O.C. Field&Efte Zone Effective wind area(sf) Wind loads(psf)
wooll Soffit ad 16"OCL
wooit siding ad Voc. FAd&[Age
Positive Suction Z
(aegieral Fasilening Interior 10 +36.7 -39.9
PW2010 F8023D4.9.1 & 2010 FBC 2324 1 0 U
20 +35.0 -38.2 W 4
50 +32.9 -36.0 Ion LL,
INSULATION 100 +31 .3 -34.3 1`4 ca
%bodwa R13 Unlaceci Falls
lflodcWalls R5 Foil Faced Bafts End Zone 10 +36.7 -49.2
Ceding R30 �ft faced Balls 20 +35.0 -45.9 14 bad
Walloiltoof R-19 Kraft Fired Bints
liestall Proper Veno; each Tone;in Raffer space 50 +32.9 -41 .5 1010
100 +31 .3 -38.2 LU z
Drymil
Note:
11 fit [IN AWS Design Pressure Ultimate Pressure x 0.6 or Divide withl .6
Wall Nailing
NOR I wing k&
Jold Wall Priffiredem Aflarje�
S� , I*
sbear
aw'WAIM) I
�1�1- IN SkylfigM
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Engineered R 19 Insulation
Truss U
112" 0
Asphalt CDX R 30 Insulation
Shini Existing Roo
(C�R�'
D5 (>
13
�2-2xlu) Header Exibinping Tie Bearn
Existing Ix6 G
7/16- CMU Wall
05B �Vlnvl Window
911 Form 6mx 8"
all, Her In block wait 16
ird -2x4 Framing Each End of Begin
Shake New monollortillic
11-13 Insulatum Foundation
Rod
Thmaud�: ve"remy W i I
Form Curb
Min. 5- Width ;ecti( 4
Existing D6 4
9 2x4 Bock Bet%,en Tms,,
Nall to Boor D14c<for arght a Beam Z X
Scale 1/4" 1' 0" 1/4' Ste [ G I U
CR P
cut Block Plam LU
Form & set st"I Bar
1x2 Into food 9 %ader
1x6 Facia sting Tie Bearn
�Exi
wood s�ffit IXIO
LU
2x2 New Trusses
Panel
Existing Tie Bearn f
WINDOW SCHEDULE
Addition 0
ootprint W - 1 3o5o Single Hung Vinyl on
c- c�
W- 2 265o Single Hmg Vitiyl
W- 3 2050 Single Hung Vinyl
Z16 Cayer Han TYPIC01 W- 4 3o3o Single Hung Vinyl
ar.
D�r Schedule
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Pump D- 1 2668 4 Panel Wood 13/8
w
11k
4 cm. D- 2 2868 4 Panel Wood 13/8 >
pan" Af Cpad D - 3 3068 FuIlliteGlins 1/3/4
6' 21(r ue
D- 4 3068 Steel Six Panel 13/4
0 D - 5 2668 Pocket Door 4 Pariet Arom Z X
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D-6 2468 Poi�qit Dwr 4 Panel %xiod P4 14
Iwo Lu
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!STING HOUSE SCALE 118- 975 Sq. Ft.
New Addhion
U
112
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Disp
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New Garage 112 9 z/ L
Restated
Ar Handler 0
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Panel
FEE
NmMeter
112 r ewe ConsaiR z
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Addiflon Electrical Plan Scale 114' = I' ll' LU
CID
WP Amh Fault Interrupters in all Bedmorns
GFI Outlets in ad Bathroorms and ritchen Garage& Blasi
WP I
C��( a Sued all Recessed Cans to Wiling Drywall z
Verify all Device Locartions With Omers
C-
Simpson
20112012 C;atalol; 0
Connectors
Lo,cation co'n—n� or I iSocle I Fil I Nctin;
CF-1 FoundationtoPoitt A902W— H-LlUl UNV 1 3 - LVL
CB-1 A 17110W Gel
CE-2 Bearn To Atuill Ll - 787 10656 GeV On
Clog to��W HUIC-2�2 F1.10655 RLUNIV I
Cli� FouQoh To 4 gong
CR4 4Wto aging LM9 11-111495 Liellf 1 31
CR-1 Trum to Pluxle H25 FUC456 v '518
CR-2 Srt:o:.:Pime 2,5 1F % Mf 1 Through Bolt
R-3 U-1-2— L 1234852 FG@
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Hl lVindow Window Frame Details z
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