DGT-10-1047BUILDING
PERMIT APPLICATION
FBC 20
Permit Tpe: BUILDING
Owner's Name(Fee Simpl
Owner's Address
City ` " r 6 G ) I °P5 State
Tenant/Lessee Name Phone #
Email #pr 7 ru `'@:r i LiQ,hoo. e-un
1`tE cIrer
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL #
Miami Shores Village
Building D epartment
10050 N.E.2ndAvenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
OFING
e
Titlehold er i �3 G1ouuZ.Cy)
-z7 t= `mi I T e4
County Miami -Dade
YES NO Flood Zone
4.- Contractor's Company Name 11 V t 5 - -
Contractor's Address 5 2 Q11 C off( (L "-PA e---a
City `A/1- e —
C State
Zip ' l H.
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Contact Phone
Architect/Engineer's Name (if applicable) Phone #
4E of Work For this Permit $ 1 OOD
Structural Review. $
paio
Notary $
Scanning $
Double Fee $
Type of Work: DAddition ❑Alteration
Describe Work: 1O XO
E -mail
Zip
Total Fee Now Due $
Zip 1
See
PaSEVISD
JUN
Permit No. C6T10 10 4 i
Master Permit No.
("1 (7
Phone # 284 qaM 300-
Phone # 3) 2a 61 - 1
Square / Linear Footage Of Work: Zati9 y O O
:New ❑ Repair/Replace ❑ Demolition
12 K32'
***************************************F ************************
Submittal Fee $ - `' Permit Fee $ CCF $ CO /CC $
Training/Education Fee $ Technology Fee $
Radon $ DPBR $ Bond $
Violation date:
Reverse side -*
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUM BING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S Al4k1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
Owner or Agent
The foregoing-instrument was acknowledged before me this
day of iY\A-"I , LAS A C=;(:)..)LDEs■ ,
who is personally known to me or who has produced I l)
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
417, 11111■1 10
APPROVED BY 4/'C.. G9® /O .
My Commission Expires:
(Revised 07 /10 /07)(Revised 06/10/2009)
f v " ea
m;N dp a •1" •
Plans Examiner
Contractor q
The foregoing instrument was acknowledged before me this
day of , 201 v, LOA- CDOU LD
who is personally known to me or who has produced
as identificatiokonU iaNMd44Jake an oath.
ev ° n. >r
Sign:
Print:
•
My Commission Expires: ",,,, 'ST KA� \° ° °�
� h, /!,, 11 1 1111/
FAI Zoning
Engineer Clerk checked
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO� "
9 OH 04QC FOLIO NO.1 t -52°6 •O O
STABrE
1 HERP Y Ct; Tlfr
Oii(i'`f,'1 CCi �' `ubS 0
THE UNDERSIGNED hereby gives notice that improvements will be madil tti �"'
property, and in accordance with Chapter 713, Florida Statutes, es, the follov��fi+i"g4i o
is provided in this Notice of Commencement.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
his; c "3i" s `i.
K of Gfr
At . Legal description of property and street/address COT r l j E46r YZ 4.0 $ EiM 3 CloLco 1 &Ar ' kick
1 C 0 PP2 e t D, oar %tlto (PrcorD5 v4 MI Arm "b6 ,1X. �h� Floa.t
Te.
E ' 1 1.111 4t 1 X31- 4o+(�es 3e? 1
1t 2. Description of improvement: O
3.:.Owne s) name and argi res • __ _
E l
Cl®v
X-4. Contractor's name and address: C.,(4-e ry Sri
5 2 c.11110 ,f G®c9
diffe
S
wner's Name
Notary Public
Print Notary's Name
My commission expires:
123.01 -52 PAGE 4 8102
/41.
kv + +. t►►n u11kt
Swom to and subscribed bef•re me this 4Srday ofY p 1
m : to
•. 7 3 j.
111111111111111111111111111111111111111111111
CFN 2010R0409291
OR I'k 27323 Ps 02321 (1Ps)
RECORDED 06/17/2010 09:26 :25
- HARVEY RULIHr CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
7 eirs
rf'
Am ty'C3
Interest in property:
Name and address of fee simple titleholder:
5. Surety: (Payment bond required by owner from contractor, if. any)
Name and address:
Amount of bond $
6. Lender's name and address: /
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
nt date is specified) 1
re of Owner
Prepared by � cC c c4''ao \A(A
y ILI • ems. c�►1 / 1-A ”It-to
o
Address: 04 2.LJ PLY
/44 /
Inspection Number: INSP- 145707
Scheduled Inspection Date: September 07, 2010
Inspector: Bruhn, Norman
Owner: RUGGIERO, DOREEN
Job Address: 848 NE 91 Terrace
Miami Shores, FL 33138-
Project: <NONE>
Contractor: ARTEMISA FENCE CORP
Building Department Comments
September 03, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Number: DGT -6 -10 -1047
Permit Type: Decks /Gazebos/Trellises
Inspection Type: Final
Work Classification: Deck - Wood
Phone Number (786)286 -4039
Parcel Number 1132060050350
Phone: 305 -221 -0214
WOOD DECK
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
eG
Page 9 of 35
following pages were
originally attached to plans
with the following permit #
(C„ in, tact-7
EXPOSURE IS
Wind Tables
INPUT:
1) DIMENSIONS
z 15ft
V = 146mph
I := 1
Kd := 0.85
K :_
K
X := 33ft
a
2.01•( if 15ft Sz5z
z g
2
(- a 2.01 if z <15ft
z g
EXPOSURE B
A := max L-B, L
2
■ 3
L
EXPOSURE D
2
ALTEK ENGINEERING
4011 W Flagler Street Suite 205
Miami, FL 33021
Tel: 305 - 778 -8111, Fax: 305 - 731 -2262
WIND DESIGN PRESSURES
Roof Mean height
Basic wind speed (Figure 6-1 ASCE7 -02)
Importance factor (TABLE 6-1 ASCE7 -02)
Wind directionality factor (TABLE 6-4
ASCE7 -02)
a := max(min(0.4z,0.1X) , 0.04X, 0.1.z) a = 3.3 ft
1 of 7
Client
Job Name:
Date:
Revision:
Engineer
K = 0.849
Doreen Ruggiero
848 NE 91ST TERRACE
06/01/2010
N/A
Anas Bataineh, P.E.
PE # 0065574
Certificate Auth. 28274
Velocity pressure exposure coefficient
(TABLE 6- 3ASCE7 -05)
Topographic factor
Effective Area
Building least horizontal dimension
/4- �c
0 7/0
ANAS BATAINEH. P.E.
Registration No.: 0065574
GCP(B,L,Zone) :=
GCP :_
0.2 if A z 100ft
– 0.9 if A z 10011
if Zone = 2
2
q := 0.00256KZ•Kz•K4V mph / I psf
q = 39.374•psf
GCPi = 0
g := qZ (GCP – GCPi)
g := qZ (GCP + GCPi)
Design Wind Pressures:
q := g = 11.55.psf
qnl g = 39.112•psf
0.3 if A S 10ft Positive External Pressure Coefficient
(Figures 6-11A & 6 -17 ASCE7 -05)
0.3 – 0 (A – 10ft if 10ft <A < 100ft 2
90ft 2
if Zone = 1
–1 if A S 10ft
– 1 + — 0.1 2 (A – 10ft if 10ft < A <10011
90ft
–1.8 if A S 10ft
–1.8 + 0 (A – 10ft if 10ft <A < 100ft
90ft
– 1.1 if A z 100ft
if Zone = 3
–2.8 if A S 10ft
–2.8+ 1'72 (A – 10ft if 10ft <A < 100ft 2
90ft
–1.1 if A z 100ft
q := – g = 66.28.psf
q := – g = 99.092-psf
2 of 7
Negative External Pressure Coefficient
(Figures 6-11A & 6-17 ASCE7 -05)
Eq. 6.15 ASCE7 -05
Velocity pressure
Internal Pressure Coefficient
(Figure 6-5 ASCE7 -05)
Negative lateral wind pressure
Positive lateral wind pressure
L := 33ft
Bd := 12ft
-y := 150pcf
"f := 34.2pcf
D f := 16in
hf = 30in
n f := 27
wd := lOpsf
w1:= 40psf
L
+ [( •13d + 4•LdJ•1.5in•5.5in]•.y
5.5in
ow :— — 5.166•psf
L d• B d
Uplift := 2 • — 2a).(Bd — 2a)•g + 2•[(L — 2a).a + (Bd — 2a)•a]•g + 4•a
Uplift = 11.902•kip Wind uplift on footing
D
R 0.6• of yC 4 •7r•hf+ (wd + ow).Ld.Bd = 12.086•kip Resisting load
General Notes:
1) Design of Wood Girders:
Girder: 2 "x6" Southern Pine Wood
L := 4ft = 48•in
DESIGN
bb.t 2 2
bb := 1.51n tb = 5.51n A = t b = 8.25 in Sb := — 7.562•in
6
S max := 4ft Beam maximum spacing
3 of 7
Length of beam
Deck length
Deck width
Concrete unit weight
Wood unit weight
Footing Width
Footing depth
Number of footings
Dead load
Live load
Own weight of deck
1) All wood members are No.1 Southem Pine wood with F := 1850psi, F := 1850psi, F cpw := 565psi, F := 175psi
and Emin 510000psi
2) Live load on floor is 40psf.
wb := 'y Ab = 1.959.plf
w := — g L 3) = 105.786•psf Wind pressure on girder
wd + w
w := 1 — 50•psf
w + 0.75•(wi + w
w2 :_ = 74.587•psf
1.6
w3 :_
ww — wd — 59.866•psf
1.6
Wsty max(w ,w = 298.348.plf Total Toad on beam
2
M = W 8 L - 0.597•kip•ft Maximum gravity moment in beam
R := W L — 597•lbf Maximum reaction in beam
C := 1.6 C 0.85 C 1 C := 1
Fb := Fbw•CD•CM•CL•Ct•CF•Cf. C1•C 2.516•ksi
Fvwg := F = 271.6-psi
M b
fb := = 946.824-psi
Sb
R y
fy A
:= 2 • = 108.49•psi
Ab
if(f 5 F "Bending is Okay" , "Not good ") = "Bending is Okay"
if (f 5 F "Shear is Okay" , "Not good ") = "Shear is Okay"
11) Design of Wood Decking
Joists: 2 "x6" Southern Pine Wood on flat side
bb := 1.5in
tb := 5.5in
L = l6in = 16•in
Smax := 6in
w w _qn(Smax,Lu,3) = 110.248•psf
w + w
w := 1 — 50•psf
A := t = 8.25•in
C 1
4 of 7
Cfu := 1
2
Si := tb b b — 2.062•in
6
C1 := 1
C := 1
Adjusted beam allowable bending stress
Maximum bending stress in beam
Maximum shear stress in tread
Length of beam
Beam maximum spacing
Wind pressure on girder
C 1
wb := -1\ A = 1.959•plf
wd + 0.75•(wi + w
w2 • 1.6 — 76.679•psf
w 3 := ww — wd — 62.655•psf
1.6
Wsty max(wi , w2 w 3)• S max = 38.3391lf
2
Mb : = Wsty Lu = 8.52 x 10 3 •kip•ft
8
R Wsty •Lu
v := 2
C := 1.6 C = 0.85 C := 1 C = 1 C := 1 Cfu := 1 C1:= 1 C := 1.15 Cb := 1.15
F bwi := F bw CD•CM•Ct•CF•C f C = 2.893•ksi
Fvwi := F = 271.6-psi
M b
fb := — = 49.57-psi
b
f = 3 •-= 4.647•psi
2 A
if(fb S F "Bending is Okay" ,"Not good") = "Bending is Okay"
if(f 5 F "Shear is Okay" , "Not good ") _ "Shear is Okay"
IV) Wood Railings:
SECTION MODULUS:
POST : 4X4 WD POST
h := 3.5in
b
Sp :—
6
hsh •.= 3.5in
PICKETS: 2X2 WD
h := 1.5in
— 26•lbf Maximum reaction in beam
b = 3.5in
HANDRAIL MEMBER & BOTTOM RAIL: 2X4 WD
:= 1.5in
b
b := 1.5in
Design of post member :
2
Ssh = 6 b sh sh = 3.062• in
bpt•hpt2 3
S 6 — 0.562•in
A := h = 12.25•in
Sp = 7.146 • in
5 of 7
Total Toad on beam
Maximum gravity moment in beam
Maximum bending stress in beam
Maximum shear stress in tread
C := 1
F bwr Fbw'CD'CM'Ct'CF'CL'Cfa'Ci•Cr= 1.572•ksi
F vwr := F•CD•0.97•C = 169.75-psi
Smax := 48in
C := 0.85
F := Smax'SOplf F = 2001bf Maximum Toad on post
H := 42in Post length
Ma := F•H Ma = 8.4-kip-in Applied moment
Section Modulus Required =
if (Sp z Sar, "The member is adequate" , "Not good") = "The member is adequate"
Design of handrail member
First Requirement (200 lb) on handrail in anv direction:
S = 3.062•in
Pb Smax
Mbm
4
Mbm
Fym :=
S sh
Pb Smax
Mbp := 8
Mbp
Fyp :=
S sh
z Fym, "The member is adequate at midspan" , "Increase Section") = "The member is adequate at midspan"
if (Fbwr
if (Fb z Fyp, "The member is adequate at post" , "Increase Section") = "The member is adequate at post"
Second Requirement (50 lb/ft) alonq handrail:
S = 3.062•1n Wb := 50. ft
Mbm
Fym :=
SA,
Mbp :_
Wb• Sm 2 ax
Mbm
8
Wb• Sm2 ax
12
C 1
Pb := 200•lbf
Mbm = 2.4-kip-in
Fym = 0.784•ksi
C := 1
Sar := F H Sar = 5.342 • in
F bwr
C f := 1 Ci := 1 C := 1 Ch := 1 CL := 1
Post maximum spacing
Maximum possible bending moment at midpsan of handrail
Maximum possible bending stress at midpsan of handrail
Mbp = 1.2-kip-in Maximum possible bending moment at post
Fyp = 0.392•ksi Maximum possible bending stress at post
Mbm = 1.2-kip-in Maximum possible bending moment at midpsan of handrail
Fym = 0.392•ksi Maximum possible bending stress at midpsan of handrail
Mbp = 0.8-kip-in Maximum possible bending moment at post
Fyp := Mbp Fyp = 0.261 •ksi Maximum possible bending stress at post
S sh
if (Fbwr Z Fym, "The member is adequate at midspan" , "Increase Section") = "The member is adequate at midspan"
6 of 7
z Fyp, "The member is adequate at post" , "Increase Section") = "The member is adequate at post"
if (Fbwr
Design of picket member:
Wc := (25psf•4in)
Lc := H — 2in — 3.75in
Mc :_
Wc•Lc
8
Wc = 8.333. lbf
ft
Lc = 3.021 ft
Mc = 114.068•lbf•in
Fc = 0.203•ksi
Fc := Mc —
S pt
if (Fb z Fc, "The Member is adequate" , "Not good") = "The Member is adequate"
91 °5'44"
75.00'
5' I.F.
15' PWY
3.60'
ONE STORY
RES. # 848
33.10'
3.70'
91 °5'44 "'
LOT-7
BLOCK -3
F.I.P 112"
NO CAP
LOT -6
BLOCK -3
55,8Z,N.W. ,i,;!A STREET SUITE 202
MIAMI, FLORIDA 33126
TELEPHONE: (305) 264 -2660
FAX: (305) 264-0229
DRAWN BY: LILY
276.67'
S.C. F.I.P 1/2"
F.I.P 1/2" NO CAP
NO CAP
REMAINDER
LOT -8
BLOCK -3
(N.A.P.)
0.50 CL
4' C.L.F.
ON PL
giuutt PuruPgurs
U.P• F . I . P 1/2" v
NO CAP V
b
•• ••• • • • • •v ••
• • •
• •• • ♦ • • •••
• • • • • • •
H1�I
• •• • • • ••••
LAND SURVEYORS
BOUNDARY SURVEY
SCALE =1 " =20'
75.00'
LIMIT OF PLAT
(N.A.P.)
3nr.
SURVEYOR'S NOTE:
- There may be Easements recorded in the aioCsha o4 this yurvey.
The purpose of this Survey is for use in oblminii g Title Iri9ttdancland • an4ing and should not be used for Construction purposes.
E. CADIdwCN°slTest dwt 7292005 3:38:49 PM EST • •
SURVEY No. 10-0000612 -1
SHEET No. 2 OF • 2
F.I.P 1/2"
NO CAP
t b•
SURVEY ENCROA r EN fi NOTES:
A)NORTH SIDE OF PRO&'ERTY BRI DRI% SWAY ENCROACHING ONTO RIGHT -OF -WAY.
B)WEST SIDE PROPEIRT' O1(E7 CX IjE L3 11TnJr4L=NE ENCROACHING ONTO SUBJECT
PROPERTY. ••• ••• ••• ••• ••• •