RF-13-14781
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 194515
Scheduled Inspection Date: August 22, 2013
Inspector: Rodriguez, Jorge
Owner: CHEE -AWAI, CAMILLE
Job Address: 1370 NE 103 Street
Miami Shores, FL
Project: <NONE>
Contractor:
DISTINCTIVE HOMES
eunaing Department comments
STRAP TRUSSES AS NEEDED ACCORDING TO
ENGINEER REQUIREMENTS
Permit Number: RF -7 -13 -1478
Permit Type: Roof
Inspection Type: Final
Work Classification: Hurricane Mitigation
Phone Number (305)710 -3331
Parcel Number 1132050300080
INSPECTOR COMMENTS False
Phone: (305)279 -2088
Inspector Comments
Passed ��� ; ✓�y���
Failed
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
August 21, 2013 For Inspections please call: (305)762 -4949 Page 10 of 38
r.
August 16, 2013
Village of Miami Shores
Building and Zoning Department
10050 NE 2nd Avenue
Miami Shores, Florida
Attn: Building Official
Re: Camile Chee -Awai Residence
1370 NE 103rd Street
Miami Shores, Florida 33138
Dear Sir;
Edward A
CONSUL TIN 0 ENGINEERS
This letter is to advise that we inspected the attachment of the roof rafters to the existing tie
beam. We observed that all trusses were strapped. The new straps were installed to the
rafters and alternated with the existing straps. All work was done in compliance with the
approved plans as well as the requirements of the 2010 Florida Building Code.
Please call if we can provide any additional information.
Very truly you ,
dward A. Landers, P.E.
President
7850 NN47 146TH STREET,, SU1TF -509 1` AMIA II L `;;K F S FL 33016 PH N: (30-1;)823-3938 FAX: (305)823 -9355
Miami Shores Village
Building Department
90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 1 53-V qE, I® 3
JUL 0 125 6
.�q
Permit No. I
Master Permit Not �
ROOFING
City: Miami Shores County: _ Miami Dade Zip: - 3 { $ -
FolioMarcel#: 0 ® 3® - 0o 8 c-)
Is the Building Historluily Designated: Yes NO Flood Zone: ^�
OWNER: Name (Fee Simple
City: Vt4 c A-MA,A 5-4 a-a 2 c S State: 11:�E- Zip: a, R
TenantIessee Name: phone#.
Email:
CONTRACTOR: Company Name: D1s7' of Phone*. 3oS
Address: Z
City: _L� //11�l t State: _�� Zip: _ 366J—
Qualifier Name: . l 0-cc- is u a L 601w e-,2, Phone* - 796 - 36 7-ca I 9�
State Certification or Registration #: C� 0 _6-j q Cate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architectftgineer•. Phone#:
Vahue of Work for this Permit: $ 0c) Sgnare/Lhnear Footage of Work.
Type of Work: OAddition DAlteradon DNew Akepair /Replace gDemolition
Descripdon of Work: _ S41^ai0 - I- 61crif-V a. �p �1�'GPiYaG�1v�
Color thru tlx:
Submittal Fee $ Permit Fee $ ®a CCF $ MCC $
Sunning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Tn&dng/E =don Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
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
�P
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, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: 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 estbw a exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction t' law b ochure Bred to the person
whose property is subject to attachment. Also, a certified copy of the recorded no ' e of co c t must be po ed at the job site
for the first inspection which occurs seven (7) days after the building permit i issued. I the sence of such osted notice, the
inspection will not be a��ved and a reinspection fee will be charged.
- 1i�—�` i
Signature .f — Signature
Owner or Agent v Cf�actoi
The foregoing instrument was acknowledged before me this The foregoing istrpment was acknowlidged before me this
day of - -� .20 3, by 6A-W (U!---- GN> - An11k9 day of 20-t 3by '4
who is personally known to me or who has produced who is personally known�g me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Lt rt S wSi Sig:
Prin
Print:
W-MY My Commission Expires: My Commissjpv COMMISSION t EE 838183
EXPIRES: January 25, 2017
a °,.•••.,�% SMISGOMEZ 8 11wB t NaaryServices
* , MYCOMMISSION t EE 89183
Bid Thru NOWY SWAM
APPROVED BY / Plans Examiner Zoning
Structural Review Clerk
(Revised 3112/2012)(Revised 07 /10/07)(Revised 06/10/1009)(Revised 3/15/09)
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4
NECAWind Version 2.1.0.6 ASCE 7 -10
Developed by MCA Enterprises, fnc. Copyright 201.3 www.mecaenterprises.com
Date 7 {112x.3.3. Project No.. 13128.98-01
Company Name Edward A. Landers, P.E. Designed S,y Edward A. Landers, P.E.
Address 7850 NW 146th Street, #509 Description Residence
City Miami Lakes Customer Name : 1370 NE 103rd Street
State- Florida 3-3-41b Prof Locstioa : Miami Shores, Florida
File Location: C:' \Program Files (x86)\MECANind \1312898- tl.wnd
GaW Roof 7 <8<_
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width
2L.A-,J L
.PJ -1 -L Q
CD
t
t.
+
t
bias
Min
Max P
Min P
ft
ft
ft"2
GCP
GCP
psf
t
t
f
t
33.3 1
1
t
>
>
UPLIFT
2.00
10.00
33.3 2
0.40
-1.44
1ti2'2
-73.81
{112
2..40
1Q.-aO
33.3 3
0.40
-2.29
26..24
- 112.47
I
i
�
I
1.
i
f
t
J
1
l
1
GaW Roof 7 <8<_
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width
of Pressure Coefficient Zone
waw = 5.4 ft
CD
Description
Width
Span
Area Zone
bias
Min
Max P
Min P
ft
ft
ft"2
GCP
GCP
psf
psf
€PILIFT
2.010
10 -.00
33.3 1
0.40
-10.05
26.24
-46.87
UPLIFT
2.00
10.00
33.3 2
0.40
-1.44
26.24
-73.81
UPLIFT
2..40
1Q.-aO
33.3 3
0.40
-2.29
26..24
- 112.47
Khcc:Comp. & Clad. Table 6 -3 Case 1
Qhcc:.1i0256 *V"2 *Khcc *Kht *Kd
�F-OT I "sr✓
Z?
0—
CD
&U95; vP c.-c Pr
G 2AV
-}- 101-0
+- to.0
�Q�- -- � UP,,
3618
—63,
1.14
45.60 psf
LC Pt-
Af,d g 1e33 x
G.euW 14- 10,0 x r & 33 x Suez- 731, 5*— 7VMC,
MECAWind Version 2.1.0.6 per ASCE 7 -10
Developed by IWCA Enterprises, fnc. Copyright 2013 www.mecaenterprises.com
Hate : 7/1/2013 Project No. 1312898 -01
Company Name : Edward A. Landers, P.E.. Designed By Edward A. Landers, P.E.
Address : 7850 KW 146th Street, #509 Description Residence
city. : Miami Lakes Customer Name 1370-M 103rd street
State :Florida 33016 Proj Location Miami Shores, Florida
File Location: C: \Program Files (x86)\MECAwind \1312898- 0l.wnd
Directional Procedure All Heights Building (Ch 27 Part 1)
All pressures shown are based upon ASD Design, with a Load Mactor of .6
Basic Wind Speed(V) - 175.00 mph
Structural Category = II Exposure Category = C
Natural Frequency - N/A Flexible Structure = No
Importance Factor = 1.00 Kd Directional Factor = 0.85
Damping Ratio (beta) = 0.01
Alpha - 9.50 Zg = 900.00 ft
At = 0.11 at - 1. 40.0
Am = 0.15 Bm = 0.65
Cc - 0-20 1 = 500_00 ft_
Epsilon = 0.20 Zmin = 15.00 ft
Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.40 Deg
Ht: Mean Roof Ht - 60.00 ft Type of Roof = Gabled
RHt: Ridge Ht = 16.00 ft Eht: Eave Height 9.00 ft
Obi: Roof Overhang at Eave= 1.50 ft Roof Area = 29354 ft ^2
Bldg Length Along Ridge = 74.00 ft Bldg Width Across Ridge= 54.00 €t
Gust Factor Category I Rigid Structures - Simplified Method
Guustl.: For Rigid Structures (Nat. Freq. >I Rz) use D.85 = 0.85
Quat Factor Category 11 Rigid Structures - Complete Analysis
Zm: 0.6 *Ht = 36.00 ft
lzm: Cc* (33 /Zm) ^0.16.7 0.. 20
Lzm: 1 *(Zm /33) ^Epsilon = 508.78 ft
Q.* ( 11 ( 1+ 0- &3 *((B*Ht) /Lzm).^0..6.3-�).AQ.a a. 9-Q
Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *1zm)) = 0.87
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 - 0.85
Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi.
GCPi : Internal Pressure Coefficient = +/-0.28
Figure 27.4 -1 External Pressure Coefficients
Cp. - Loads on Main WLnd -Farce Rssxati.ng Systems.
0
-- -- -61
Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) - 1.14
Kht: Topographic Factor (Figure 6 -4) = 1.00
4h: .00256 *(V) ^2 *I *Kh *Kht *Kd = 45.60 psf
C,pww: Windward Wall C.p(Ref Fig 6 -6) = 0.80
Roof Area = 29354.00 ft ^2
Reduction Factor based on Roof Area = 0.80
MFRS Wall Pressures for Wind Normal to 74 ft wall (Normal to Ridge)
Wall -CF
Leeward Mali -0.50
Side Walls -0.70
iarevauve
+GCpi (psf) -GCpi (psi)
-27.59 -11.17
-35.34 -18.93
Wall 81ev Xz Xzt gz Press Press Total
€t W +Gcpi -Gcpi + {-(Cpi
---------- - - - - -- - - - - -- - - - -- - - - -- --- - - -- --------- ---- -- --- - - - - --
Windward 60.00 1.14 1.00 45.60 22.80 39.22 50.39
Windward 50.00 1.10 1 -00 43,92 21.65 38.07 49.24
*ate: 1) Total - Leeward GCgi + Windward GCPi
Roof Location Cp +GiCpi(psf) - LCpi(paf)
----------------- - - - - -- - - - - - -- ---- - - - - -- ---- - - - - --
Windward - Min Cp -0.80 -39.22 -22.80
Windward - Max Cp -0.18 -15.19 1.23
Leeward Perp to Ridge -0-.60 - 31.47 -15-.05 -
Overhang Top (Windward) -0.80 - 31.01 -31.01
Overhang Top (Leeward) -0.60 -23.26 -23.26
Overhang (Windward only) 0.80 23.40 23.40
MFRS -Wall Pressures for Wind Normal to 54 €t wall (Along Ridge)
$re"U,ra Pressure.
+GCpi (psf) -GCpi (psf)
----- - - - - -- ----- - - - - --
Leeward Wall -0.43
-24.72
-8.30
Side Walls -0.70
-35.34
-18.93
wall zlev xz
lut
qz
Press
Press
Total
ft
- -- - - - --- - - - --
psf
+Gcpi
-GCpi
+ / -CCpi
Windward 60.00 1.14
--- --
1.00
- - - - - -- -
45.60
- - - - -- -
22.80
- - - - --
39.22
--- - - - - --
47.52.
Windward 50.00 1.10
1.00
43.92
21.65
38.07
46.37
Note: 1) Total = Leeward GCPi
+ Windward GCPi
Roof - Dist from Windward
Edge
Cp
Pressure
pressure
+GCPi (Psf)
-GCpi (psf )
0.0 ft to 30.0 ft
-0.99
- 46.47
-30.05
30.0 ft to 60.0 ft
-0.78
-38.28
-21.86
60.0. ft to. 74.0. ft
-0..62
- 32.41
- 15..9.9.
MU%t4H 1ADE MIAMIOADECOXY
Pmucrcomam=40N
DEPAR IT'OF PERMIITf N% ENVIRONMW, AND.REGM ATORY 11805 Sw S6 &tra4 Roo 208
A6`I+'AIIiS(PF.RA} MW4 Florida3319fZ474
HOARD AND CODE ADMINISi lknON DIVISION TMQ 31S.2M F (98031fW
Nu - -Vue Indashlles, Ines.
1055 Fast 29 Street
Hialeah, Florida 33013
SCOM This NOA is being issued carder the applicable rules and reguWas governing the use of
construction materials: The documentation submitted) has been rwviwtd and accepted by Wmm.Dade
County PMA Product Control Section, to be used in Miami Dade t *enty and other areas whae allowed kr
the Authority Having Jtmsdiction (AWI '
This NOA shall not be valid after the expita on data stated below. -ft M M&County Product QdMI
Seotioa (In Miami We County) and/or the AM (in areas od w do Miami Dade County) servo ft tight
to have this product or material tented for quality mumnee pus . If. gals, product or -mom fait to
perform in the accepted manner, the manufacture wig inour the, cq=sv of such tuft ad the AM MY
immediately revoke, modify, or suspend the use of ach prmdW ormderial within thwfr jurb"on. MA
reeves tb right to revoke - dais aocep novc if it is determined by Miami Dade County Product Control
Section that this product or material fails to meet the requires of the applicable burildmg cam.
This product is approved as b'bl hereia, and has been desigaef to comply with the Florida Building
Code, lwhxUng the Nigh Velocity Hurcioane Zone.
DUCREMONs Serer NVTA, NVTAS, NVR% . y: d NM. Wood Connectors.
APPROVAL DOCUMENT: Dmwmg No NU.2, titles "NVTA and NVTAS. NVBH 24 and NVllK
NWT and NYW, sheets 1. Rough 4 of 4, dated 02n 3/ x003, wide last Mvidon dated 01AU2032 FWW
by Nu-Vue Industries, Inc., signed and salmi by Vipin N. Tolat, PZ, bring the Miam.Dade Coutty
Product Control revision stamp with the Notice of A (NOA) munber and expiration date by the
Miami Dade Cous" Product Control Section.
MISWX IMPACT RATING@- Now
I ABUMG: Each unit "War a.pernme nt label with the mar RkAtUI is name or logo, city, stag
moMseriea, and follow* went: "Miami Dade County Proft Control Apprc►ved ", mtlmss dh"ix
noted htavin.
RENEWAL of this NOA shall be considered after a renewal appli has ben filed and thaw has bm
no change in the applicalble buliding code . negatively affeat;ng the pmm of this.prodakt.
UMMATION ofthis NOA will ooau after the espgsdon *6or.f there has been a revision or c mp .
in the mdmW use, an&or maoufaoture of the product or pry. Mb .of this NOA as as wKI=zsd of
any product, for sab, advertising or arty O*er PurpoSm shalt 8UWMatbgy tWminate this NOA. Failure to
comply with arty $&lion of this NOA shall because for tmm".ca,and removal of NOA.
ADVNRTLSEMENTS
Tlx NOA number preceded. by Om words Nli d Dads Cowly, Florida, and hHowied.
UYUIvG* • ing Me aan& Bay pord(a of the NOA is d then
it shall be done in its Warwty. .
INSPECTION: A copy of this entire NOA shall be provided to the am by the manufacturer or its
distributors and be available for inspection at the job site st the Mquest of ore Building Official.
:This NOA review NOA .# 09026.11 and oonsW of dais page 1 ad evidencw.pages E. aad B2, as well as
`approval document mentioned above. .:
no submitted dooumentation was reviewed by Carla hL Uhu%P.L
NOA Nos 12. 0130.33
cu iZ Expiration Date Augot 21g2013
ld�'J Approval Date: June 14, 2412
1 Page 1
Nu:'Vue xad es. LIC.
/ 1 11 5 C 1� `a . ;iS 1
A. DRAWINGS "Subfiltttad undvNOANo. 0"701.00
1. Drawing No. NU-2, titled `wIVTA and NVTAS, WBH 24 =4 NVLJ% NVRT ao1
NVUr, sheets I through 4 of 4, dated 02113003, with last re WOW cued
01125/2012, prepW by Nu -Vue Industrie% im, signed and sedbd by VI& N. U84
P.E.
IL TEST''ub#dW rutd¢rNOA No. OS-0701.04"
g�nlaet iV,Idtlat
�a: ��a8>�
1.
Test reports on good connectors per ASTM D1761 by Product Testing, lac., sigal
7 fiwougb 8
and sealed by C. R, Caudel, P.E. and S. E. Black, P.B.
NVRT
9 #hraugb 14
or .N
Wood Cannetor
Rkfcft
4.
1.
PT 0 4073
NVTA
Upward
15 (tough 15
2.
PT 02 -4075
NVTA
Upward
l 1/07/42
3.
PT 024074
NVTA
UP"
1U
4.
PT 02-3939
NVTA
Up 'd
5.
PT 034177
Upward
0ym
6.
PT 03 -4202
NVR736 -T
Ups
02119M
7.
PT Q3 -4271
NVRT36 -T
Upward
03/27/13
&
PT 03 -4270
NVP.124 -T
Upward
031043
9.
PT 02 -4095
NVEM
Up &%wumd
01 /17143
it
PT 02-40%
NMM4
Up &b.mawad
1llm
11.
3122456.000
NVTA & NVTAS
L ed
07AWC
12.
PT 0446698
NVT1424
Upwad Parelld%podkWw
04/15/04
13.
PT 04 -5036
NVTM4
Upvz d Lead
lV10104
10
VATI -` UTIONS "Sub ued: NOA1Va 04-1201010
Repart o(Desig Capackies prepaid by'VipinN:
T•olaz, P.B.
g�nlaet iV,Idtlat
�a: ��a8>�
1.
MBM24
7 fiwougb 8
I
NVRT
9 #hraugb 14
3.
NVTA & NVTAS
1 ftougb 6
4.
NVTA & NVTAS
1 duougb 14
&
NVRT .
15 (tough 15
T•olaz, P.B.
]Daft
05/QS'J03
V.N. ToiK P.E
OS/OM
V. N. Tb[A P.E.
05/05103
V. N. ToK P.E:
02/Q6M
V. N. Tob4 F.B.
07/07/03
V..N. Tbh4 P.B.
1N. Utrera,P.�
ProdudC�al nbW
NOA Pb: U4130.33
m*m0 Data Augod21,3013
Approval Dates duas Up 2012
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Na-Vue bdudries, Inc.
CAN rN W r �.ra y �► +�I► :at �r ti11: Y�Y�1e
D. QUALITY ASSURANCE
X. WmW Dade D - oFPcrmitting, Ent and Regulatory Affairs (PEM)
E. MATNUAL CERTIFICATIONS
1. None.
F. gTATZNMM '
X. Drawing No. NLL2 stamen# of cbde *Warm= to 2010 M dated OIM /20]2,
issued, signed and mied byVipinN. Tok4 PA r
aSuhnNed wider NOAN& 04-I2020Z
2. No Finandal Interest atsl code compliance ledwismd by VI& N. TOK P.B., on
03/26/2003 sigel od sealed by VhAn N. ToKP.E.
cut" AL Utf"14P -L
Product Control Fa<a
NOA No:
ExpkWou Data Augot3l,2013
Approval Data Jam-14, 2012
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