HomeMy WebLinkAboutEngineering Q '6
8193 Blackbead Ct. r
Z
Port Saint Lucie, Fl,
This modification has been designed in accordance with the requirements of the 2014
Florida Building Code, Fifth Edition - Residential, Chapter 3, Section R301.2.1. The
following wind load requirements, in accordance with 2014 Florida Building Code, Fifth
Edition - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were
employed in the design of the structure:
Ultimate Design Wind Speed(V,,it)-; 150 MPH
3-Second Gust Wind Speed(Vasa): 116MPH
Risk Category: I
Wind Exposure Category: B
Applicable Internal Pressure Coefficient: +/- 0.18
Design Pressure for Exterior Components & Cladding:
• Walls=+21.8/-25.7 PSF
• Roof= +9.3/-30.1 PSF
Davis & Cleaton Engineering, Inc.
260 Wekiva Springs Road
Suite# 1060
Longwood, FL 32779
FL P.E. License# 35816
frT 5,
8193 Blackbead Ct.
Port Saint Lucie, FL
WIND LOADS ON EXTERIOR OPENINGS
OPENING SIZE TOTAL TOTAL POSITIVE NEGATIVE LENGTH OF LOAD PER LIN.
AREA LOAD WIND LOAD WIND LOAD BUCK ATTACHMENT FT. OF BU.
(Ft.2) (Lbs.) (PSF) (PSF) (In.) (LB. per FT.)
Window T-0"x T-0" 9.0 287 23.8 31.9 108.00 32
Door 3'-0"x 6-8" 20.0 594 22.7 29.7 196.00 36
1.) For exterior windows, use 1x4 P.T. buck on jambs and head.
2.) For exterior doors, use 2x4 (Min.) P.T. buck on jambs and head.
3.) For garage door use minimum 2x6 P.T. buck for jambs and required spring pads.
4.) Provide enough fasteners of type used to equal or exceed stated loads on table.
Fasteners are required no closer than 2"or more than 4"from ends and spaced
equal in distance along balance of buck.
"* Minimum fasteners for top buck is 2.
** Minimum fasteners for side buck is 3.
Approved Fasteners:
3/16 Tapcon with 1 3/" penetration =230 lb. of holding power.
'/<"Tapcon with 2" penetration = 380 lb. of holding power.
See manufacturers specification for required fasteners to attach garage door, entry doors, patio doors and
windows to building. Note: Garage door"bucks"shall be attached to studs with 3/8"x4" lag bolts. Spaced
each 24"o.c.with minimum of 3 bolts.
Davis&Cleaton Engineering,Inc.
260 Wekiva Springs Rd.,Suite 1060
Longwood,FL 32779
Ph.#407-539-2353
Lic.#35816
AY}17.3r .PTA 'x.
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Fasteners
Fastener choices
Use aluminum,galvanized steel,or other corrosion-resistant nails,staples,or screws when installing vinyl siding.
Aluminum trim pieces require aluminum or stainless steel fasteners.All fasteners must be able to penetrate not less than
3/4"into framing or furring.Review your local building codes for variations that may apply to specific geographic areas
Nails
Nail heads should be 5/16"minimum in diameter.Shank should be 1/8"in diameter.
8"min
5116"min.
Screw fasteners
=' Screw fasteners can be used if the screws do not restrict the normal expansion and contraction movement of the vinyl
siding panel on the wall.Screws must be centered in the slot with a minimum 1/32"space between the screw head and
the vinyl.Screws must be able to penetrate not less than 3/4"into framing or furring and should be:
.Size#8,truss head or pan head.
•Corrosion-resistant,self-tapping sheet metal type.
3/4"--� �— 3/4"—� �— 3l4"—� �—
Fastener Fastener
Fastener
Vinyl siding Vinyl siding
Vinyl siding
Wood lap
siding
ncrete
Wood Wood ' o�blocks
Framing Framing Fanfold i
underlayment
Furring strip
Sheating — ' ��, (3/4"min.)
Original _
sheating
New construction Residing Over concrete or blocs
Staples
If staples are being used instead of nails or screws,they must:
• Not be less than 16-gauge semi-flattened to an elliptical cross-section.
• Penetrate not less than 3/4"into framing or furring.
•Be wide enough in the crown to allow free movement of the siding
+.. (1/32"away from the nailing hem).
e
Use of staples when installing siding
KAYCAN`"
( e ai.gcnmvn�mR..r(rvr.) (� 1.)u aw�a»w....�mb.iml.nrap<rm.m.wr..mrn.pawnu.., 6 Oux 8'-0"Utility Shed
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Existing Partial Floor Plan r Front Elevation r Rear Elevation
(Open Carport) COHC>:W FASTENERS OR ATTACHMENTS 6a
ARE THE RESPONSI910OFTHE ° "
� 5 w
sSol.;.:fa•-r-o• Sol.: w vv r-o n: ,•-r-o• sd • • A N,- a
1 .
eUning Comp"um Roor(TYP.) E.J.d BS.M.a. P-w,B.M.H.
6.W'Mobile Roma (T.Mole)
I I
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' k 6'_0"
9I 9I U
9'8„ 'cJ
8'-9" 8,_9,;
en trJuj w'O a•
00 P. e�i. OTC C�3
6•.0" 6''U" Date:
8'0" Leff Elevation Rtehl Elevation 2/7/17 5 en3,LU.
iL to
rsy�:l
PAGE: _ � -.,
Proposed Partial'Floor Plan GS
(Open Carport&Utility Shed)
swn:in•-r-o• swd:ur-r-B• 1 of 2
swv:v,•-r-a•
�\ DBL IN tl2 S.Y.P. �^ 2a4 Y2 S.Y.P.
lumlxrTop Pl.m Wmbn Top Phl, U
'p
(6)012 x 314`S.MS.(MIN)•
Simpwn SP4®Eech Stud to PIws ComiWion CM.) II EorL Side,f•U•Ch.md&
(Mm Wood Svnw.wBbr
' II S.M.S.(rrpJ (MIN.).)'Mud Penetnlim(TYP.)
2,492 S.Y.P.Stud,®16.O.C.(MAX)
All ecke6to TopABoOom PlN,wl N
p)16d N.C.(TYP.) m
Qi_6n1
2.4Y23.Y.P.SIod,®16.O.C.(MAX.) w
Simpwn SP4 Q Seen Stud to PIC,C—ion(TYP.) 2x4-P.T.Belttm PIN. DbLW.dSmd,fM.) k P.
II Aluminum U.Ch.vncl 0 0'M^
• u � m°vw
Beam to Stud(s)
EACing Concnl,
W"In ConuUe M1 i'•/•'•• •::'•••••; Pooednion(Tw.) OD tnN
Fondion(TYP.) (To B.FWd Wrigcd) SHOW Wood Frame Wall
(To B,Field Vd6d) Fronf/Rear Wood Frame Wall! 4)
9CALE:N.T.9. SCALB:N.T.9. SCALE:N.T.S. •�o
W� O
N
1x402 S.Y.P.Stull.®IS.O.C.(MAX) AB.ch Booflo Wood Top Pl.te Using:
(1)YI4 Wod S •
'Mad 6.nMth 3 'Al.,.n
Pm WWh.@6'O.C.(MAXXT ) NRI� 7'C3
Ia4 P.T.Bottom PWe A.Chd to CoevN.Udng ".6.&Compodl.Fw.f(ryP.) C.u1k All E,po,d Su,m O
(1)1a•Diwoln Wdgo Mchor w/4.I25-(MIN.)Emb.
INo Solid ConmNe®14'O.C.(IAAXJ&within
6•(MfN,Belot
Disllamb,,&Comer.T.Hnv, tat
S'(MM.)Edgt Di,lww(TYPJ •t•�C b QQ W
3 It 4 P.T.Bottom PI It A N,-•� W
I
UBL2.4028.Y.P, 2a4MS.Y,P.Smd.®16.00(MAX)
Wmber Top Plata
Eai.dr,Concme
ptudNlon(TYP.)
(3o Ht FddVdfld) '
Tyalcat Wood Frame Wall To Slab Root To Waff-Wood
SCALY:N.T.S. SCALE:N.T.S. a
U
DBL 3'.4•933.Y.P.Tap Pl.to(TYPJ DEL I'x9'019.Y.P.Top Phl,(fYP.)
Simpwn SP4 Stud, U Y
Simpwn Nl®Eerh End to Top PIN,(TYP. Simpson}IL®Eech End •�
2•aA'02S.Y.P.Cripple.0, 2•x 4`02 S.Y.P.Cripple Smd,
• ®16.O.0(MAX.)(TYP.)
NOTE: O
IJ An.N Irs•pirwoedWder,h,IK.g Wad DO As
iui0®4'O.C.dSet&9'field. Simpron SP4 Stud.
1.)Moi,lura bemicr,h.11 b,ImWld to Nj Cd,. to Tap PW-(TYP.) (2)2'a4'42 S.Y.P.Hudu ll)1•x I`Y33.Y.P.Hurler
oflho.h.d.
].)Vinyl.Hing shell be InWid pa the m.wfWmu
.pccVlatlonY Ng Slmpwn LSTAIS(TW.) Slmpwn LSTAl6(TYP.)
4.)All door d<v4nd,w,.lnCI be imWid per lb,mwufim- aOPv
.pttNulionA 41N6n (1)-King Stud(TYP.) (1)•2'a 4•Y2 S.Y.P.Kin Stud
(2)Yl3pmm gill Plun Fnlemd a)b �N9,or g (TYP) Date:
Eech End Uddgp)16d Nd.(TYPJ N )S (1)lCk Stud(TYP.) �65�p
Simp.on SP4 SIode B' (])1'a1'Y2S.Y.P.3eckStud,(fYPJ 2/7/17
to Botom Pl.la(TYP.
Simpwn SP4 Stoll.
to Bottom PWea4•P.T. 3•x 4•PT,
Bollom P61,(TYPJ B In. Pl.te(TYP.)
PAGE:
WlnAow Framinx Details 3068-Door Framing Details
2 of 2
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SCALE: LE;N.T.S. SCAM N.T