HomeMy WebLinkAboutEngineeringr �1 a
10200 South Ocean Dr. Ou
pp �
Unit#108
Jensen Beach, FL
This modification only 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): 160 MPH CONCEALED FASTENFM OR ATTACHMENTS
3-Second Gust Wind Speed(V.a): 124 MPH ARE THE RESPNIMP OF THE
Risk Category: II . 1MUGH Of R
Wind Exposure Category: D
Applicable Internal Pressure Coefficient: +/- 0.18
Design Pressure for Exterior Components & Cladding:
• Walls=+34.6/-40.1 PSF
• Roof= Existing
ST.LI.rCIF C DST-V Bi7i7 L�!Nc-D_MSIOPt
1�;VL:WLD kt7R ,NiPi.L'i1VCF,
RENIFE`VE X 1{�'
DATE,,,
A, n PEItI�IIT 1�gi1ST BE I PT{DId JOB
ep NO INSPECTION WILL BE rv`�^ :�•
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO AW CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT.
MAY BE NECESSARY:RM ORDER TO.
COMPLY VMH ALLAPPUCABLE CODES.'
Davis & Cleaton Engineering, Inc.
260 Wekiva Springs Road
Suite# 1060
Longwood, FL 32779
FL P.E. License#35816
10200 S. Ocean Dr. -Unit#108 R
Jensen Beach, 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-6 3/4"x 6-2 1/2" 22.1 1,053 36.3 47.6 191.75 66
Door 3'-011 x 6'-8" 20.0 953 36.3 47.6 196.00 58
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.
%4'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 = _
opq��wgQ
J 1
Patio Modification'-Cat..1I Sunroom
O DnntA w;Aaw Cehed t. � � I !I
{ ti
Na IN ml/vn lVw Prov/JvJ No/N mrarlun lV.r Provldrd
rvll)r lkga-AdJ .ollioo—' nldi ltag rdla/o Ilmr faoo O,y„a. .rr .
IYlrrJmn RbrAdJavemlfoonu Wlndmrr R/or AQ/vanJ ltaonurA (y
eunin unin E,ini,Uniu
g g x4'luckpl,l,(TYP.) •• �
--h 4 _cn
e#w
Front Elevation �(q
eunin Uniu I Euninp g I Conr Floorumt IIa II II V
FitngUnin enm l,Unin Faioine Unb,
Aluminum Colum pL O CD a
I I I (TYP.1 I .r~.n, Q
E) Fill Partl
11r_8n 11,_an 8'4" a v
m
1.4 C �
4•ch,nn,1 �2
O n
Existing Floor Plnn Pr000sed Flaor P/an ))r"8rr o"D�^o
Front Elevation
�r" xw
SCALE:1/4"=2' SCALE:114"=2' U o 0
y
For Connvcuon to Cancnn Hon:
Eoib.-D lot,
olidC llh l.l•IP.) -
EmbvdmentlntoSolydConerttelTYP.1 EdninBNmt(TYP.) - c
ti.
For Connection to Co..-: 4'Ch,nnal
(1)1/4'Diom,n,T— tl
Ix-0CC(MAX)vith l.xl' -
(MIN.)EmbedmcnllntoSolld q l> 1
Aoglv(TYP.) Coece+ore Suggend(TYP.) - ? Ti ��' i' ,
(4)01-3/4'S.M.S.Etch Sid.(TIP.)
1'.4-(TIP. '
AluminumB-Pln, _
.II1-(MM.I ".to
o � F
L
Venied M,mber(TIP.) x'n 4-S.M.B.(TYP.)
(4).1 3/4'S.M.S.B,ch Sid,ITYP.) i Post to Header Connection
I.5-a4.111'n I.1'•0.011'
�v•d Thick Ch,nnel(TYR) 00
Horhonta!Member to Vertlea!Member � (rj O PQ
p� yyq
O F
E,ining Conacu Ms%OYF.) A(,TYP.) .l23-(MMj"i,ko-
' •SUE.(TIP.) ^'
U-Chauxel to Calcrete Host
' (4)glx•t/4'S.M.S.E,cDete:
2/21/17
Mn,rid live dWSA-T61 Allot Eaining Concrtn Foondnion(TIP. Far connection to Concrtn Non;
r.4•A oa46'.o.1W.SM.B, (F;ne vcAry) Postto Base Connection R)Ta'DimmaTrpmn with l.d'(MIR) LGE:
— Embedment Wo Solid C,ncmn(TIP.)
Id-a 4.121'•0.011'Chennvl
Note:
1.)NI'do.-@ wiodowv v,u b,ivWled per Ih,m,nufuturt„Progwio f 1
1.)nit the conu,aon rapmvibiaryroreruuring vuuuuril4dequ,ryofe0 enia4ngwmponen4