HomeMy WebLinkAboutFLOOR PLANr ♦ r
DOOR / WINDOW BUCK NOTES
WINDOWS
2x CUSTOM (WIDTH OF WOW) PT BUCKS ATTACHED TO CBS WITH
1/4" DIA x 4" LONG S.S. TAPCONS, 4" FROM EACH END, 12" OC REMAINDER
OR
1" CUSTOIMWIDTH OF WOW) PT BUCKS ATTACHED T) CBS
1 /4"x2(1 /4) FLAT HEAD TAPCON 0 17(1 /2)" O.C. MAX
DOORS
2"X CUSTOM (WIDTH OF DR JAMB) PT BUCK ATTACHED TO CBS WITH
1/4" DIA x 4" LONG S.S. TAPCONS, 4" FROM EACH _ND, 12" OC REMAINDER
OR
1" CUSTOIM (WIDTH OF WDW) PT BUCKS ATTACHED T) CBS
1/4 tj x2(1/4)" FLAT HEAD TAPCON 0 17(1 /2)" O.C. MAK
GARAGE DOOR
2"X6" PT ATTACHED TO CBS WITH EITHER 5/8"dia X 6" LONG
POWERS8
(WEDGE aANCHORSE0
A1 X 6"ELOENGCi((WSS1260}4'REDC;�E&AD 24'- O.C.
W/ 3"x 3''x 1/4" WASHERS & W`I)THIN 6' OF EA. END.
SEE FLOOR PLAN AND ELEVATIONS MR LOCATIONS ST. LUCIE COUNTY WINDOW / DOOR SPECIFICATION AFFIDAVIT
PRODUCT
NOMINAL
SZE AND
VWNDOW OR
CLASS
ATTACHMENT
BUILDING
DESIGN
CT
)ESIGN
STATE CODE
ACCEPTANCE
ID
D
MODEL NUMBER
DOOR MFWR,
SPECIFICATION
METHOD
PRESSURE
SIRE
NUMM
3-810
CUSTOM
tA i
WIilfi(iW
3'X5'
WINDOW
311s°TAt'<.ONs. natttte i^Faae®ALL HOLED
60. -71.6
FL17234-R5
�-�
SH 25
SYSTEMS, INC
2• MIN EDGE DISTANCE
37.5, -Oro
DOOR
FIBERGLASS
1PV TAPCONS. MIN 1 IW EMBED ALL HOLES
u /
SC85 DOOR
PLASTPRO
Oi
MIN 2• CLEARANCE TO MASONRY EDGE
57.6,- O
50.-50
FL17184-RO
Y✓
Wt GiOCUTES
MIN 4' RJ ALVACENT ANCHOR
5-610CUSTOM
3118° TAPO NS, MN 1' &JBW ALL HOLM
WINDOW
2'X5
SH 112 35
WINDOW
SYSTEMS, INC
2, MIN 61kTE DISTANCE
s7.5,-50
5D,-72A
FL'17234-R5
WINDOW
615 PW
2' FG CCTFIGON
CUSTOM
WINDOW
#8 WOOD`.EI'S. MN 1 9y2' EMBED ALL FiDLES
60, -75
FL17354-R2
OBSCURE
SYSTEMS, INC
OBSCURE
7!1 e° MIN I`TX:aGDE fNBTANCE
37 6, 50
j
(C ➢
DOOR
RBERGLASS
PLASTPRO
GI
M 2`IXFARANCETO MASONRY EDGE s
50,-6D
f�.i7184-R5
`..-J
P2;3M FF93404
37.5, -50
DOOpa
MIN 4' TO ADJACENTANCHOR
PASS THlRU
S-610
CUSTOM
7A15CNXNS, MIN 1"EP46E0 ALL HOLES
3/75'.
WINDOW
'4`X4'
WINDOW
SYSTEMS, NO
2° PAN EG(E DISTANCE
37.5, -50
50 _55,2
FL7.7234-M
sH34
DOOR
FlBEKCiLA^>4
PLA.."TPftO
GI
1k'TAPOONS, MN 1114'EMBEDALLHOLES
`•• i_ NflNU 2' CLrARANCE TO MAEDNRY EDGE
50.-50
FL171B4ki6
2568
4"ro ADJACENTANCHOR
37.5, -5T)
"10
CUSTOM
MEP T . MIN V EMBED ALL HOLES
WINDOW
3X3'
WINDOW
a' MIN EDnE DISTANCE
31.5, -su
50, -76
FL17234-R5
SH 23
SYSTEMS, INC
OBSCURE
J
AA
WINDOW
615 FW
SO,
CUSTOM
SYSTEMS,
...
#B W MIN LI REDS, AN 1 t/2 HN9E0 ALL HOLES
anc MIN ELIDE DISTANCE
37.6, -5C
50, -75
FL17354 R2
TRANSW
INC
GARAGE
STEEL PANEL
ix x 11(4` MIN BASED ULTRACON
K
8'x&' OR GARDE DOOR
CLOPAY
MA
CONIC ANCHOR W1 VOID WASHERS
40,-52
FL11i:,9F+-1T'!0
DOOR
IMPACTRATED
MAX4112M SPACING
31.5,_W'S
/—�
S-610
CUSTOM
#10 WOOD SCREWS. MIN 1 12' EMBED ALL HOLES
FL17234-86
[F )
WINDOW
3%4'
WINDOW
12 MIN FJ7DE DISTANCE -
,-
37.5..-50
50,_76
SH24
-SYSTEMS. ING
f ;'�
4 i )
WINDOW
S-610
(3) SX4'
W([.4(-
WDOD 5E MIN 1 177-"EM9EdJ AIL HOLES
37,5. -50.
SD,._75
L—f
i3) SH24
SYSTEMS, INC
DST
r2'raPro E[x=E DI5rANCE
IM
FL172S3-R5
�\
LC V )
WINDOW
8-610
2`X3'
CUSTOMWO
WINDOW
#10 OD EWS. 1/1`
SCRMIN YEMBED ALL 1HOLES5O,
37.5, -50
-75
\_f
SH 1 M 33
SYSTEMS, INC
12 MIN EDGE DISTANCE
FL17234-R5
BUILDING
PRODUCT
MODEL NUMBER
MANUFACTURER
ATTACHMENT METHOD
DESIGN
PRESSURE
ASPHAF_TROOFM
CWENSCORNmNe
SHOUFIE EACH TAB STRIP SHINGLE WI MN.
'
ROOF
SHINGLES
(M lir RING SHANK (MIN 12 GAGE) R OQnNG
NNLS PER STOP
36.45. -95.49
..
POL'YGLASS ROW
UNDETLAYMENYS
POLYGL_ASS USA
POLY'311CK3ELFADHERINO
'.
CAPS
TITANIUM UDL 25 PLUSALTERNATE`"
I+TfE1fiN(iAP, INC_IN1C
D
38R5. -9s.49
PATTERN HAVING EQUALLY SPACED, STAGGERED ROWS I
N
THE FIFLD OFTHE SHEET.
MODIRED BCTLIMEN
CERTAINTEED
HOT ASPHALT NI 21140LBEIZOUARE
35.45,-96A9 I
ROOF SYSTEM
I
SIDING
HARDIPI.ANK
JAMES HARDIE BUILDING
I LAYER W# FELT. SECUM SIDING TO MASONRY
BLOCK WITRIOO MAL&I.= MA
SEAS, -95-49
LAP SIDING
PRODUCTS
STUD HEAD .1
i
A4' SHANK CIA) 0101t2' CSC Q:ESS THAN 20' HIGH)
JCHANNUSON2x2RATR3JS SECLIREDWWVX2vw•0.00
SOFFIT
ALUMINIUM Y SOFFlT
A! V3IAX HOME REIF"=
ULTRACON CONCRETE SCREWS, MN EMBED I.W' EDGE 1' MIN,
-�. �
PANELS
V MN TO ADJAGENTAN CHOR
CO114TM66TAPCONSNI IWOC MAX W/13WEMSED, 11/4•
HURRICANE
2B98 SAFREY EGDE
TObNiN ANOCA NNPIFIY
TOVM INDUSTRIES
EDGE
EDGE DISTANCE
WA5, -96.49
PANELS
STORM PANELS
WOOD: I W ITW 68 TAPCONS OR #4 WOOD SCREWS X 2° EMBED
I
M1,21,00 MAX
w
FLORIDA BUILDING CODE 2017 6th Edition
Chapter 1609, Using ASCE 7-10
WIND SPEED 17QmQb V (ULT), 132mph V (ASD)
WIND IMPORTANCE FACTOR 1.0
R3 enclosed)_,
EXPOSURE C
ENCLOSED BUILDING INTERNAL PRESSURE COEFFIENT - Gcp = 0.18
HURRICANE PROTECTION SHUTTERS X IMPACT____
MEAN ROOF HEIGHT = 18'
MAXIMUM WINDOW PRESSURE = SEE SCHEDULE
MAXIMUM DOOR PRESSURE = SEE SCHEDULE
MAXIMUM GARAGE DOOR PRESSURE = SEESCHE)ULE
*�L
LIVING AREA 960
GARAGE 430
COVERED ENTRY PORCH 495
COVERED LANAI 227
TOTAL
ROOF
3,112
GENERAL NOTES:
Construction shall • • • •. Building Code as adopted by
Countyor building • be constructed with all
applicable • - f.
2. The Contractor, Subcontractor, Supplier, Etc shall verify all
dimensions, conditions at -the jobsite plans and Specifications.
3. All written dimensions on these drawings take precedence over
scaled dimensions.
sq
arc �;. �•,.
R-11 BATT
2ND
Garage
90-0
(MEASURED FROM
.WERIOR FIN SLAB
ELEV)
E
IL
1'-2
R-19 BATTINSUL
H
I
AY,
` ✓ 31
28@i
pGsSY�'fry„
Closet
CL.G HT VARIES
535F(424CF
S CLG
286F'1294 z`I
LaUndT�
8' CLO
64 SF/612OF
- -- - -
Pantry
Lanai
S (r12
37 SF /296 CF
91CLG T&GCYPRESSC.ETLING
(MEASURED FROM ATTACHED TO EACH TRUSS
INTERIM FIN SLAB WfMIfid
EL"
x
o
61
I
4'-10 9/2" 91'-9 t/2" 8'—To`
1
n
`i�Jf
,
DDORS
EMS
70TO,
!
Kitchen
y- -/ - CLG VARIES
21
ILYIZx?
l4Y.xu
BedrQarn 3
SOLO
�140 SP! t.392 OF
\F
_
1B i _ ,. WBEARINGV
aC Bath 2
t F 1� OLD
3'-8` 478F/429 CF
HALL o h a ] DEA
'aes _. i ®N a
L B 36SF/304CF j
I �61
I
]I
.1no" OtX�§ 1 1 Z X\ 2 x
�caowA
rx1y
Great Ro
9' CLG
528 SF )4,742 OF
IZT-IL0
IWx0 );6
Bedroom 2
9' CL G
302 SF 12,708 CF
rx1y
Great Ro
9' CLG
528 SF )4,742 OF
IZT-IL0
IWx0 );6
Bedroom 2
9' CL G
302 SF 12,708 CF
El
Ei Iw E7
sEAMABovE
__ _
° Ej E3
° EJ f7
_
E1 E1 " BEAMAROVE . M
°
I I2 tN)co R-19 BATTINSUL
�JJ�
fO 1 5425
- _19@ATT
_- __
Itl. I
I-
II
{ I
1 I
- 72246
ETA
q , 3
HEIGHT i
I
1•—B° 91-0,
5'_a' 1
$•-..7' to•-10 i/a•
96'-1a 9/2•
8'-7"
®._3. I
1
1° I
IF I
Entry Parch
ATTACHEDTTOOCCEWt�NGJOISTE
t l
I I
it
W/ (2)161 EACH JOIST I I
I I 1
II
II
II
BEAM ABOVE
---------
II
Ii
II
�>�____ _---__ —_- _-
--- -- ----------tom._____—_____
L._._._._.:
_._._._.
_._._._._._._._. _._._.
_._._._. _ _ _._ _EAYEUNE �._.—.—.---.—.—._ .—._ i
i�
10'-1 1/2•
L _ 1°•-1 1/2• --...
IV-1 1/2" ;.V-1 1/2' _ io•-9 1/2'
NOV. 21, 2018
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