HomeMy WebLinkAboutConstruction Plansm
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double 2x6
header
w/ 1/2" i
COX ply'wd
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4x6 (ng
porch
posts
6" x I&' screamed vent 17' 0 " X -1
1 a ;
(2) X-6
cripple to header
a a endwall openings
a;
I existing 2x8
I rafters 0 24"
1 1 I o/c to remain
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s double Zx6
I I header
CDply'wd
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Koof Fram1 ie f Iah
5calc -3/a" =
Ii ell
31.9 (-) 40.0
South Elevatiom
NOTE: Porch roof rafterg, she thing & 5V metal
roof arc existing, not to be rep aced.
Rafter Ventilation - Per FOG 2010 K-806.1=1 part In 150 req'd.
Area ventilated = 204 OF / 15o =1.36 SF open ores
rtsndard alum. screening = 30% solid area
1.36 SF x 130 % =1.77 SF screened vent ores
Nominal 6" x 18" vents = 0.75 Sf each
Wall Sheathing Naftli 5chcdule
Walt sheathing shalt bo 1/2" CDX plywood.
Fasten with ad ring -shank nails at 6" o/c
In field, 4" o/c along individual panel edges
Unless otherwise noted on Plans, wall
studs shall be #2 & better nominal 2x4
southern pins
Connector Schedule
Othertha��
� oduns Efmpson9Erorytte►k'e
Index
Allow #
Actual
#
Fasteners
Kemarks
Mark
Tye
Uplift
Lt
L2
Uplift
Lt
L2
DM/FL
Truss/beam
X-1
MTS-12
loco
ass
1 (7) 10d
(7)10d
raPoerto porch boom
X-2
H -3
455
t2b
too
575
75
10
(4) ad
(4) ad
stud to plate
X-3
L70Z
4es
soo
(4) tod
(4) iod
(2) roqulred 0mob I
X 4
15tM9
740
+�
(4) tod
(4>1od
atudtotop Place
1.77 SF / 0.75 SF to 3 vents required & pprovided X-5 ME1A-12 1 41180 425 (a) tod (5) tod osw to top plate
NO RIDGE or OFF -RIDGE VENTS KEQUIKED or PROVIDED Wood in direct contact with concrete X 6 MStA 18 JOS 7M (7)10d (7) 1od door Jambto header
shall be pressure treated southern pine.
Existing Dwelling Unit
Electric Load Calculations (NEC 220M )
Per NEC 2006-220.63 (i5) -
New space heating i5 to be installed
EXISTING LOAD Calculation
Existing 200 A,120/240 V
KECALCULATED LOAD w/ sdd'I
& Addition of 224 6F
1 KW heat
single phase service
1650 gross SF at 3 w/SF =
5550 VA
2054 gross 5F at 3 w/SF =
6162 VA
Sm.Appliance (1,5 kVA ea) =
3000
Sm.Applfance (1.5 kVA ea) =
3000
Dfshweher
1500
Dishweher
1500
Water Heater
5000
Water Heater
5000
Kange 12 kVa 0 80%
$600
Kange 12 kVa 0 60%
9600
Dryer
5000
Dryer
5000
Laundry (Washer)
A/C AHU (motor toad)
1500
1500
Laundry (Washer)
A/C AHU load)
1500
Water pump (2 hp)
2500
(motor
Water Pump
1500
2500
Subtotal
35,150 VA
Subtotal
35,762 VA
lot 8 kVA 0100%
6000 VA
lot & kVA 0100%
WOO VA
12emalning 26,660 VA W 40%
10860
Kemainfng 27,762 VA 0 40%
11106
A/C Heat Strip #1
10000
A/C Heat Strip
10000
New baseboard heater
1000
Total VA =
26,600 VA
Total VA =
30,106 VA
28,860 VA / 240 V =
120.25 A
30,106 VA / 240 V =
125.4 A
Exleting 200 A service 15 ADEQUATE for 5.15 A additional toad
Floor gaming Flan 5calc - 3/ail ^ 11 Olt
on izvW�(f-
' existing wait light
& OH fan to remain
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' 2x4 irrPfil wall
studs 0 1' 4" o/c
porchn�osts,,
0 0 0 o install Code Compliant smoke & combo
5D/CO 5D 5D 5D smoke/CO detectors in bedrooms &
living area
u
, C
0 io
! d-
1
1
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n u
36x40
concrete
ppaver
(
u
1by" 6 ,p b s
I- wet service UL tabel
sconce light fixture
' cx(sting overhead fan
w/ light kit (existing)
Y
Y ``V
duplex outlets at
20" AEF
switch at 36" AFF
5D 5moke Detector -110 v
5D/GD 5moke Detector - 110 v
Carbon Monoxide Combo
Install 120 V smoke detectors in each
bedroom & a 120 V comb(nat(on Smoke
& carbon monoxide detector near each
edroom per F5C 2017 requirements,
Electrical or KF interconnection shall
be provided such that if one detector
triggers, all will sound alarm.
Cl;�. L,..L.II iJ
Porch
Enclosure
f Ian
Scale
- 3/8I I -
1t oll
LIG��(I�AI
Jy(flWl
f.GG�GCiGi
existing 2-story
frame residence
--------------------'-------------------------------------------------------- e4xisting flashing
I
12
exIlst(ng 5-V metal 4 �
roof to remain
exifetime cave trim
& $Off It to remain
HardleTrim w/
Hardielclank
sfdfng over
304 roofing
felt & ❑
CDX plywood
34.1 43.9 34.1 43 9 Impact rated,
(-) O insulated 34.1 (-) 36.7
5H windows
TIE
Impact rated,
Insulated
French doors
concrete paver landing 34.1 (-) 43.9 *
Eaot ECevatiah North Elevation! 3/a" 11 Olt
* Component & cladding wind loads from Table R-301.2(2), Fi3C 2017
�, ,double 2x4 rake plate
P each stud Typical Heller
top d pidouble We w/ solid layer
of 1/2" CDX plywood
X 4 X-5 doubls2YAtop Plato
7' 71t
X^6 verify on site
beam4x porch
remain h.
12
t "•�"" tVi
woo
ti
ri roci C>dStImo..
match zetructure
Typufcal Wall Commiector6 - NT5 rake plate Varies
Irri only I. jr�s�S P, •ia� u Ill
rootr�„ •• .__..... x►
4D each structure
rafter Aouwa 2X4 top plate,
oxist,fmo CA
..
�. .
���. arExIstimll Ht."�•''
pl..,realm coated Kroft pape,
„ .. „ •�
r., .� .it •.:
•moisture resistive barter MEN
Widened _ vefits
�.
2SIA ton "Lem
I:�, ;;•1
(2) X-3 existing 2x8 ledger -
&fl each seccure to oxfsting
rafter wall w/ (2) Simpson
5D51/4" x 31/2" heavy
duty screws a each
existing wall stud
existing 2-story
frame residence
K-13 Fiberglass insulation overlay 1/2" D/W over
w/ resin coated Kraft paper existing T-111 siding
HardiePlank sfdfng moisture resistive barter
over 30# roofing 2x4 studs W 1' 4" o/c
felt & 1/'2" CDX
plywood 1/2" D/W
2x4 blockthe
3/4" COX plywood sub -
floor, glued & nailed
per Schedule prof (to out IcT Zx6 floor
wood base Joists a 24" o/c existing concrete
PT 2x4 'bottom FT 2x edge blocking IT 2x edge blocking slab &footing
plate w/ 1/2" x or PT 2x ad e b e
expanston anchors 0 lockin
0 32" o/c
3/16" bottom -
spacer °
X-2 X-2
existing concrete + each 0 each
slab Noting stud stud
A I►ifNI Wall �, Eh� Wall G ExiotIfl W a I I
Under existing roof 'Scale - 3/4" = V 0"
15aelc Lo ad Factors
t3 U f I d (rl g A r Gil Florida building Coda - Resldentlol (FSCR) 2017. Edition 6 - ASCE 7-10 - NFPA-70/NEC 2014 AWL' 7401ttlsk Cat. 2.160 m
Existing A/C 1050 SF - Project Address 1620 South brocksmfth Road, St. Lucie County, Florida ph - Exposure "C" - 3
Oarage 400 "
laoroh Enclosure 204 it Occupancy - Single family Rosidence.Type nit%V buildine Declared me - moln structure -enclosed: porch • open
Per p5C Table le04.e projoot eLlUlneo are "Catseory II" - Houelns
Type of Construction - N S • Unprotected, lnleprtnklad Internal rresaure coamoletrt . o.te
Uve Loads - gasutenoe lhterlor floor Ilve load . 40 pef
• goof We Wad Minlmmum . ao per
Overhang .1' 0" Roof rttoh 4/12 Mean building heleht - 20 0"
EI)MODDU1009 I1t 1371313W AIIFLFIIIlAA 7119 e - 031AMI]DOW IMU93 CCI�AIIIAIIDII�Y�
Product
Manuf.
Model #
FL #
Impact
Method of Attachment
1-,��";,u a
F'glass French Door
Plastl"ro
series "0" F"glass
FL #15210.4
Yes
#10 x 3" stainless steel screws 014" o/c
34.1(-)43.9
+ - 60
Piz F'glass (French Door
Flasticro
Series 'V F class
FL #15210.6
Yes
#10 x 3" stafnless steel screws a 14" 0/0
31.9 ( 40.0
+ - 60
Alum 5H Window
Silverllne
series 70
FL #14911,23
Yes
#10 x 3" stafnless steel screws 0 12" otc
34.1(-)43.9
+55.0 ;
Horizontal siding
James Hardie
Hardiplank 7"
FL #13192.2
Yes
6d Type 316 stainless steel ring shank malls 0 ?4" 0/0
35.7 (-) 47.7
( ,
"I have reviewed the above components & cladding & have approved their use In the, structure. These products provide adeauat ``? ozi
resistance to the wind loads & forces specified by current code E provisions." ,
John M. Foster - Architect -Florida License #8511',
....................................
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RecerveD
DEC 16102C
ParmittM
st Lucie Countyent
w
for Both Face
and Blinde
4 in,
overlap
Mi
may„
6 1
6
3W "
1'6,l®/C
MOM
Siding Fastener Pattern
Light Fixture Mounting
Electrical Outlet Detail
One or more of i i joint'. ' options
` required bycode1 - rn R703.10.2
' Joint Flashing Hardie i i•
Minimum '" wide, extend 1 "down onto lowerrr;
B.
y! approved rArchitect
Joint cover
Joint
• ♦ ♦ :• R ^
Minimum Spacing to Deck
Iryer Vent De
tad
WPM
Window
Door r • r •
Base Flashing