HomeMy WebLinkAboutPLANSSOAP COMPLIANCR;
nesign Parameters and Assumptions Used:
I, Florida Poildirq Code _2014_Edl ion with _N/ A —Supplements and A5CE _7-10_
2, Niloirq Pesign Is: Enclosed: Fartally Enclosed: Open (3ntldirq:
3, Kiek Cal;com: I _X_JI III IV Exposure Category ____P __X_e
4, Pesign Wind Velocity: 170 MAX MPH (3 sec. cast) LITT WA of End Zcre:_< 1'—R.
5, Mean Kopf Height: —N/ A Pmf Fitch: —N/ A—Parapet—N/ A--ft
6, Components & Claddi q pe5lgn Fre55ure Used: ( P51', based on Actual 5F @ 30' M1M (Worst case)
Zone 1 -407 Zane 2 -57,4 Zone 5 -10.8 Zone 4 N/ A Zone 5 -55,2 Garage N/ A F5F
7, 17e5qn Loads: Floor 40 PSF Kood/ 17ead N/ A PSF Kmf/ Ive N/ A FSF Palconq N% A P5F
Pock N/ A P51r 1 Iack N/ A P5F Stairs 40 1`51' Fence N/ A 1`51' Kaihrg 50 PI-F
8, Shear Walls Conzfdered for Structure? Yes _ X_ No ( If No, attach explanation)
9. Continwus load path provided? Yes —Y _ No < if No, attach explanation)
10, ne51gn 5otl 6earirq pressure: N/ A F5F
Sall i3a-Irq Kequired Yez X No (Based upon Section 1805,2 exception)
Roof Hraminq
• m rvYtlYtlV/Ylll us W11W&II Itl
COMPLY VATH ALL APPLICABLE CODES.
2x8 ff. Kcof Joi5t6 foe Nailed
to 20 Kidge Deam w/ (4)
I60 @ 24" O.C.
2x8 P,f. Tice w/ (1) III
6aly, 6dt ( Ends Ord4)
Simpson M516, ZMAX Coated
3) 817 55 Kirq Shank
'CANNED
BY
-ucie County
TqP F05t petall
6x6 F.T. Postw/
Plllrq Wrap Where in
Contact with Concrete
iJOB
JO P518" x 24" ,
:rete ihtckened Edge w/
# 5 bar 4" Min. from
on & 3" Min, from top
St. La _ ie Co.�":.
�I� J�2aI
5-V Metal Poofirq & Kldge Cap Over
50# Feltw/ #9-15 5eAirgWasherz @
12" O,C, Field & 6" O.C. Edge
g k P14wood Over 2x8 Koof Joist w/ 817
/ Kirq Shanks @ 4" O.C. Edge & Field
ff Fascia End Nailed w/ (5) 16P
55 Kirq Shank & Prip Edge
Pow6le 20 beams w/ 12P 55 Kirq
5hank5 @ 12" O.C. fop & bottom
Attached to Pont w/ (1) �" Galv, bolt
6x6 F,f, Post w/ Pilirq Wrap Where in
Contact with Concrete & 56" Min Embedment.
2500 P518'x 24" Concrete chickened
/ Edge w/ (2) # 5 6a- 4" Min, from bottom
& 5" Min. from top
4" 2500 P51 Poured Concrete
51ab w/ 6x6x10/ 10 Wire on
.006" Vapor barrier Over
Clean Compacted 50i1
9
roundation
CONCEALED FASTENERS OR ATTACHMENT:
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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LOA7 COMP IANCO;
Design Parameters and Assumptions Used:
I, Florida Nildirq Code _2014—Udition with _N/ A —Supplements and A5Ce _7-10-
2, Duildirq Design Ist Unclosed: Partlally Unclosed: Open Building: u
3, Klsk Category: I JXJI III IV exposure Category --X—C ____p
4, Design Wind Velocitra:_170 MAX ---MPH (5 sec, cist) 5P _I FFD Width of Und
Zore;_I'Jt,
5, Meal Cof Height: N/A K'oofPitch: —N/A_Parapet—N/A—ft,
6, Components & Claddlnq Design Pressure Used: (P51, based an Actual 5F @ 30' MM (Worst case)
Zane 1 -543 Zone 2 -76,5 Zane 5 -90 Zone 4 -643 Zone 5 -�5,6 Garage N/ A P51'
7, Design Loads: Floor 40 P5F Poof/ Dead N/A P5F P; / Live N/ A P5F Dalccny N% A P5F
Dock N/ A P5F Deck N/ A P5F Stairs 40 P51' Fence N/ A P5F Paiii 50 PLF
8, 51hear Walls Considered for Structure? Yes —X No ( if No, attach explanation)
9, Continuous Load Path provided? Yes —X— No ( if No, attach explanation)
10. Design Soil Dearing Pressure: N/ A P5F
Soil Porirq &[uired Yes X No ( based upon section 1803,2 exception)
n
1+0
Handrail
AVA handrall @ 56"
Vertical from Tread,
fop gall
Mid rail
Guardrail & Handrail 5ection (Nip.)
P.S. Pull Nose Decklrq \
Stair 5ectlon ( No.)
requires ( 3)
2'x12''PT
Optional Lecq
To Ground
-di- -
6nound Level
2" x 6" P,T, top rail
2" x 4" P,T, mid rail
2" x 2" 14 Gauge Vinyl Coated,
Galvanized Marine Mesh
attached with 5.5. staples (typ)
1 2" Voand Hark
Palls per 17etall
(17) Pisers @ 7"
(16 Treads @ 11"
Adjust5tair /
Alignment to Fit
Field Conditions
P.T. Dull Nose Decklrq
Z
2" x 8" P,t rim joist bolted with
( 2) 1/ 2" ga1v, Iaq bolts to each plllrq
screwed to each stringer w/ C 3)
5" 5.5 screws ( below pickets)
O
8" butt pilings ( tgp.)
O
5' min. embedment
—
Cross braclrq Al four sides, Dolt and
Hock cross members together with
5/ 8" 6101v, or 5.5. 6dt5 w/ fender washers
rn �
LLI
4" x 4" P,f, additional support braces
( No.) thru bolted with ( 2) y" qdv, � O y �.
carrage bolts each strlroer & beam - /. O
6/10
a �
a o
2" x 8" P.T. o
stringers @ 12" OC ( typ) w x uj
EL
2' OC Max, toenailed to each e= I
beam w/ 12 d rinq
shark nails and U)
strapped w/ r
51mp5on 20" Galy, o n
hurricane strappirq to p r
each beam, (tgp,) m 2
ARE THE RESPONSIBILfTY OF THE
CONTRACTOR OF RECORD