DGT-15-2337 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-243469 Permit Number: DGT-9-15-2337
Scheduled Inspection Date: November 03, 2015 Permit Type: Decks/Gazebos/Trellises
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: PERRA, OTTAVIA Work Classification: Pergola
Job Address: 10659 NE 11 Avenue
Miami Shores, FL 33138- Phone Number (305)322-8777
Parcel Number 1122320280320
Project: <NONE>
Contractor: THE PATIO DISTRICT Phone: (786)518-2307
Building Department Comments
WOOD PERGOLA(PT PINE)27'X 16' FREESTANDING, 6 Infractio Passed Comments
WOOD COLUMNS INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
November 02, 2015 For Inspections please call: (305)762-4949 Page 17 of 50
yE �
R rm 'DGT-'9 &2'337
Miami Shores Village � 8�' Y � tIS/Gt32@ � t¢8
10050 N.E.2nd Avenue NE
N,.
er trtr�� iassircatron Perg4ta
Miami Shores, FL 33138-0000
�.' f oj It StIt$,:APPROWO
` Phone: (305)795-2204 „
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y l 1vat
01=016,fl16 Expiration: 0412312016
Project Address Parcel Number Applicant
_._........._____ ._.._.._._
10659 NE 11 Avenue 1122320280320
Miami Shores, FL 33138- Block: Lot: OTTAVIA PERRA
Owner Information Address_ Phone Cell
� 10659 NE 11 Avenue � �
OTTAVIA PERRA (305)322-8777
MIAMI SHORES FL 33138-
10659 NE 11 Avenue
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone $ 6,000.00 N
THE PATIO DISTRICT (786)518-2307 Valuation:
Total Sq Feet: p
Approved: In Review Available Inspections:
Comments: Inspection Type:
Date Approved: : In Review Slab
Date Denied: Final
Type Const: Pergolas Additional Info:WOOD PERGOLA(PT PINE)27'X 1E Framing
Classification: Residential Scanning: 1 Footing
Scanning: 1_ Review Planning
Review Planning
Review Building
Review Building
Review Structural
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $3.60
Invoice# DGT-9-15-57084
DBPR Fee $2.00 10/26/2015 Check#:6088 $ 152.60 $ 50.00
DCA Fee $2.00
Education Surcharge $1.20 09/15/2015 Check#:5909 $ 50.00 $0.00
Permit Fee $100.00
Plan Review Fee(Engineer) $80.00
Scanning Fee $9.00
Technology Fee $4.80
Total: $202.60
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the,oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermor au orize the above-named contractor to do the work stated.
October 26, 2015
Authorized Signature:Owner / Applicant / Contractor / Agent Date
�lqG 92307
Building Department Copy
October 26, 2015 1
Miami Shores Village SEP 15 2015
Building Department 041
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 Soi
FBC 2004
BUILDING Master Permit No. 23�
PERMIT APPLICATION Sub Permit No.
UILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION []RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:_1 E u a J-E.,
City: Miami Shores County: Miami Dade Zip; 3 3 1 3 $
Folio/Parcel#: 11 -2-.292- . O 2'R' - 032 O Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): Q)�piy�) (-It, P—�"•Q_" Phone#: aZ2=—
Address: Q<n q
City: M A I State: i-1 Zip:
Tenant/Lessee Name: //��.. Phone#:
Email: CMN 11A A QQ12 ±1C��i - c6z)m
CONTRACTOR:Company Name: T h t P aT 1 O l S't 1 Ck Phone#: -7&0-51 2�- 2 3 t71
Address: 3-8 0 S J�W '19 CA J C'
City: 1 Q M 1 State: F L Zip: pp3 2
Qualifier Name:-tAGI r 1 A G01 n L C h Z Phone#: 1 D 5 O^ 2
State Certification or Registration.#:: C r G 5 2.(e 2(p Certificate of Competency#: c'
DESIGNER:Architect/Engineer: V ►C� l7 f C -Cr 0 n Phone#: 1 ZS(p '2 b 2- 6 9
Address: % g 3 'P o n a 1 n b 1-e.0 City: M 16 M'\ State:'F L' Zip: 3 V12.
Value of Work for this Permit:$ (o r 0 0 0• U aSquare/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration tTNew ❑ Repair/Replace ❑ Demolition
Description 0 0 0 q "I
of Work: r 'p P � �- Uo
t a n d i ng k 1N 0 0 r�l C o l>_i m n 6
Specify color of color thru tile:
Submittal fee$ Permit Fee$
CQ
CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$_
TOTAL FEE NOW DUE$ �--
(Revised02/24/2014)
f 7
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,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 estimated value exceeding$2500, the applicant must
promise in goad 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.
r
CISignatureSignature
OWNER r AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
_—day of��20 I V —,by day of YOU_r by
who is personally known to who is personally known to
me or who has produced —�q" as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PU
Sig Sign:
Print: Print:
6"
Seal: S
•. KARLA A GOVIEZ
KARLA A MY COMMISSION N�C
MY col 29.2017
+** s' '�+*ww*.**��r,w*►•*** a*rt• *r: rr*•rr� *«« srss+R�r*s►l�F'�sst' sy> �*�t*r tr��r*�*.**.�
' EXPIRES.lerNta�r 26. X40�e u+sa
,gut xseM
oow �
la s Examiner Zoning
�'►� Structural Review Clerk
(Revised02/24/2014)
1 � - i ililil IIIII VIII IIIII illi]IIIII Illi]IIII IIII
GFN 2015RO525790
OR BK 29738 P9s 1733-1734 QPss)
RECORDED 08/14/2015 0954:31
This instrument prepared by: DEED DOC TAX $3,552.00
John F.Hotte,Esq. HARVEY RUVINP CLERK. OF COURT
KRINZMAN,HUSS&LUBETSKY,LLP MIAMI-DADE COUNTY, FLORIDA
100 Southeast 61"Street—201h Floor
Fort Lauderdale,Florida 33301
Folio No. 11-2232-028-0320
WARRANTY DEED
THIS INDENTURE,made this day of August,2015,by and between
Andrew Easton,an unmarried man("Grantor"),whose address is 10165 North West 191 Street,
Miami,Florida 33172, and Ottavia Perra,a married woman("Grantee" ,whose address is 10659
North East 11 Avenue,Miami Shores,Florida 33138
WITNESSETH:
That Grantor,for and in consideration of the sum of Ten($10.00)Dollars and other good
and valuable considerations to Grantor in hand paid by Grantee, the receipt of which is hereby
acknowledged, have granted, bargained and sold to Grantee, and Grantees' successors and
assigns forever,the following described property located in Miami-Dade County,Florida:
Lot 4, Block 3, Miami Shores Estates,according to the plat thereof as
recorded in Plat Book 47, Page 58,of the Public Records of Miami-Dade
County,Florida
Property Address: 10659 North East 11 Avenue,Miami Shores,Florida 33138
Subject to: (1)taxes and assessments for the year 2015 and subsequent years; (2)existing
zoning and governmental regulations; (3) easements,covenants,restrictions and other conditions
of record(without reimposing the same by this recitation);and(4)matters appearing on the Plat.
And Grantor does hereby fully warrant the title to said land,and will defend the same
against lawful claims of all persons whatsoever.
`L
Book29738/Page1733 CFN#20150525790 Page 1 of 2
J
a • OR BK 2F738 PG 1734
LAST PAGE
IN WITNESS WHEREOF,Grantor has hereunto set her hands and seals the day and
year first above written.
Signe led and deliv ed
in t pre nce of:
r' ed n lG ( Andrew Easton
P 'nta name:
Address: 10165 North West 19°i Street
Miami,Florida 33172
STATE OF FLORIDA )
COUNTY OF MIAMI-DADE )
THE FOREGOING INSTRUMENT was acknowledged be - met is day August,
2015,by Andrew Easton,who is personally kn;oorhaenetver s license as
identification.
CANIELUGON2uEZ 6 �Y �get4 pi es:
a+rawnwrr.rwrr
Book29738/Page1734 CFN#20150525790 Page 2 of 2
M IAM I•DIADE
MIAMI-DADE COUNTY - STATE OF FLORIDA N/A October 21,2015
om LOCAL BUSINESS TAX RENEWAL
7182705 2015 -2016 APPLICATION RECEIPT:7463294
STATE#CGC1522626
DBA/BUSINESS NAME: BUS.COMMENCEMENT DATE:03/10/2015
PATIO DISTRICT THE SEC TYPE OF BUSINESS
BUSINESS LOCATION: BLDG1 GENERAL BUILDING CONTRACTOR
3305 NW 79 AVE 5
DORAL,FL 33122
OWNERICORP. APPLICATION DETAILS
LUXAPAVERS LLC FEE AMOUNT
C/O MARIA E SANCHEZ MGR Receipt Fee 30.00
PHONE# 786-518-2307
UMSA Fee 0.00
3305 NW 79 AVE Beacon Council Fee 15.00
DORAL,FL 33122 Bingo Permit Fee 0.00
Nightclub Permit Fee 0.00
Multi-Municipal Contractor Fee 0.00
Restricted Contractor Fee 0.00
Library Fee 0.00
Transfer Fee 0.00
NAICS CODE: 2389 Doing Business without a License Penalty 0.00
Late Penalty 0.00
Collection Cost 0.00
NSF Fee 0.00
Prior Years Due 0.00
Amount Recently Paid - 45.00
TOTAL AMOUNT DUE: 0.00
If no longer in business, please notify us in writing. To pay online go to www.miamidade.gov/taxcollector
Review and correct the information shown on this application. To pay by mail, make check payable to:
Miami-Dade County Tax Collector
A 25%penalty will be assessed to anyone found operating Business Tax
without a paid local business tax, in addition to any other 200 NW 2nd Avenue
penalty provided by law or ordinance(Sec 8A-176(2)). Miami FL 33128
To pay in person go to:
A Certificate of Use and/or City Business Tax 200 NW 2nd Avenue
Receipt may also be required. (305)270-4949,fax(305)372-6368
A service fee of not less than$25.00 up to a minimum of 5%
will be charged for all returned checks.
t RETAIN FOR YOUR RECORDS
.................................................................................................................................................................................................................................................................................................................
MIAMI-DADE COUNTY- i DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT + N/A October 21,2015
STATE OF FLORIDA
LOCAL BUSINESS TAX RENEWAL
2015 - 2016 APPLICATION RECEIPT:7463294
STATE#CGC 1522626
7182705 I II II IIII II I II I II III III III
BUSINESS LOCATION:
3305 NW 79 AVE
DORAL,FL 33122 BUS.COMMENCEMENT DATE:03/10/2015
SEC TYPE OF BUSINESS
OWNER/CORP. BLDG1 GENERAL BUILDING CONTRACTOR
LUXAPAVERS LLC 5
APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION
C/O MARIA E SANCHEZ MGR OR OCCUPATION DESCRIBED HEREON.I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT.
I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT.
LUXAPAVERS LLC
C/O MARIA E SANCHEZ MGR
3305 NW 79 AVE SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE
DORAL, FL 33122 Please pay only one amount.The amounts due after Sept 30th include penalties
per FS 205.053.
If Received By Oct 31,2015 Nov 30,2015 Dec 31,2015 Jan 31,2016
Please Pay $0.00 $0.00 $0.00 $0.00
7000000000000000000000007463294201600000004500000000000000
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POLE
P.C. -PAGESTY
CL _ M =MEASURED P.O.B. =PONT OF BEGINNING S C SNfl7AUC
C/L -COITFTR UNE (R) -RECORD P/L -PROPERTY UNE UDLTY �
CONC. =CONI.TRETE (R h M)-RECORD k MEASURED N.T.S. =NOT TO SCALE
COVER SHEET
Structural Calculations for Wood Trellis
Project:
Ottavia Perra
10659 NE 11 Ave
Miami Shores FI 33138
Victor Ceron, PE
Civil
PE# 63023
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8883 Fontainebleau Blvd#105 •
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Miami,FL 33172 •••• :�� �:
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Tel:786-282-5292 •••••• ••• •• •
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, F133172
DESIGN WIND LOADING FOR SYSTEM
ASCE 7-10 ( 30.8.1 )
Z= 14 ft - 18f UWhw= 26ft
No_Of Bays:= 2
V= 175 mph
Exposure—Category="C'
Kzt = 1.0 1 := 0.85 Kz=0.85
= 0.00256•Kz•Kzt•Kd•V2 qz=56.57•psf
:= 0.85
CN:= 1.2
,Agjw.= gz•G•CN Pdesign =57.7 psf ASCE? 10 , 30.8-1
PdesignWp 0.6Pdesign ASD Factor: 0.6
Pdesignwp= 34.62•psf
LOAD ANALYSIS '
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DL:= 10psf LL:= Opsf •••�•• •••• ••• ••
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C1 := DL+ LL C1 = 10•psf •••• (,wpm) •
C2:= DL+ Pdesi nwp C2=44.62•psf '•: .'(Oasn) "' '
C3:= DL+ 0.75•P + 0.75LL C3=35.97 sf •• (D wn •
— designwp p . . . Q ) ... ..
C4:= —0.6DL+ PdesignWp C4=28.62•psf
Pdesign C2 Pdesign =44.62•psf
PdesignW C4 Pdesignw=28.62•psf
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, FI 33172
LOAD IN WOOD RAFTERS 2x8
(NDS 2005)
Section Properties
H
I := 7.25in B:= 1.5in :_ —
2
H3
Mr B 12 A:= B-H
1 =47.63•in4 A= 10.87-in2
Distributed load on
rafter
W:= (Pdesign)•B w= 5.58•lb
ft
Adjusted-Length:_ (Width)•0.9+ 3•H (NDS-Table3.3.3)
Adjusted-Length= 18.01 ft
Adjusted_Length2
M := w 8 M =226.21 lb-ft
Calculation of streses
Sigma := M• Sigma =206.57-psi
Select Structural Spruce-Pine-Fir Table 4A (NDS)
Fb:= 1250psi
Cd:= 1.0 Cm:= 0.85 Ct:= 1.0 CI:= 1.0
Cf:= 1.0 Cfu:= 1.0 Ci:= 1.0 Cr:= 1.15
0000
. . 0000 ... ..
(Fbp) := Fb•Cd•Cm-Ct•CI•Cf-Cfu-Ci•Cr •
0.0.00
Fbp= 1221.88•psi 000000 •
0000
0000..
Checking Interaction ma '.
1 - Sigma I =0.17 ..�..� �. �.� ... .
•. .. .• . 000 ..
Mr Fbp 0000000
0 0 ... ..
0000..
if(151.0,"O.K.","N.G.") ="O.K." •
.. . 0 000 0 0
00 0
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, FI 33172
LOAD IN WOOD BEAMS (2)2x10(NDS 2005)
Section Properties
H
�H:= 9.25in ,:= 2.1.5in c:= —
2
3
Mi= B 12 �,:= B-H
I = 197.86-in 4 A=27.75•in2
Distributed load on
rafter
Width•1.5 Ib
,W,•= (Pdesign)•B + Pdesign• 20 w=71.39•ft
(1,ngth
A
= 2 ).0.9+ 3•H (NDS-Table3.3.3)
Adjusted_Length= 14.01 ft
Adjusted_Length2
IAS:=
W. 8 M = 1752.25lb•ft
Calculation of streses
M- Sigma =491.5-psi
Select Structural Spruce- Pine-Fir Table 4A (NDS)
F := 1250psi
"qf:= 1.0 = 1.0 ;= 1.0 ter:= 1.0; •.� .... ...
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i := Fb•Cd•Cm•Ct•Cl-Cf•Cfu-Ci•Cr ••• ••
Fbp= 1250•psi
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Checking Interaction
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Sigma ••• ••
,,,,i Fb 1 =0.39 ••••••
p ... ..
if(I <- 1.0,"O.K." ,"N.G.") ="O.K." �•
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, FI 33172
LOAD IN WOOD COLUMN 6X6
Section
Properties H
I- := 5.5in := 5.5in := 2
3
= B•H2 = B-H
1 =76.26•in4 A= 30.25•in2
Lateral Load on Column -Moment Inducing
h:= 0.66ft
Width
h' 2 PdesignWp Wb=205.65 lb
Mc:= Wb•9ft Mc=616.94lb•ft
3
Tension Load in Column
3.5 Width Length 1.5 Width Length
Pu:= Pdesign' 48 2 2 + Pdesign' 20 2 2 Pu = 772.22 Ib
Calculation of streses
Sigma-T:= PuA Sigma_T=25.53-psi
Sigma-B:= Mc•cI Sigma_B=266.99-psi
BENDING
a:= 1250psi Select Structural Spruce-Pine-Fir Table 4A(NDS)
1;= 1.5 (Wind) 1.0 := 1.0 'qw1 = 1.0 •••
Cf,:= 1.0f ;= 1.0 ;= 1.0 := 1.0 ...
.. ..
:= Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr •••;•� •
Fbp= 1875-psi ." ;000;0 •
TENSION •
0000.. • •.• •.• .
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Ft:= 700psi Select Structural Spruce-Pine-Fir Table 4A (NDS;•••• 0
0 000 .
.0.000
;= 1.5 = 1.0 := 1.0 .. 0 000
1f:= 1.0 = 1.0
(Ftp) := Ft•Cd•Cm•Ct•Cf•Ci
Ftp = 1050-psi
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami,F133172
Checking Interaction
Sigma_T Sigma B
I :_ + - I =0.17
Ftp 9 Fbp- Fbp• Si ma_T
Ftp
if(1 <_ 1.0,"O.K." ,"N.G.") _"O.K."
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of
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00 0
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, FI 33172
LOAD IN WOOD RAFTERS (2X8)TO WOOD BEAM (2X10)CONNECTOR
Using Simpson H2.5A Connector
Section Properties
H:= 7.25in := 1.5in
(Pdesign)•B w= 5.58•lb
ft
Lengthb:_ (Width - 1.5ft)
Lengthb= 16.5 ft
Distributed load on rafter
Lengthb
a:= W. 2 R=46.02 lb
Checking Interaction
4951b Allowable Uplift as per manufacturer specs
if(R<-A,"O.K." ,"N.G.") _"O.K."
r •
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, FI 33172
LOAD IN WOOD BEAM (2X10)TO WOOD COLUMN(6X6)CONNECTOR
Using (2) 1/2" THRU BOLT
Pu = 772.22 Ib
1
Lb:= 2.1.5in Bolt Diameter:_ —in
2
Ab:= Lb-Bolt—Diameter Ab= 1.5-in2
SigmaC:= PuAb SigmaC=514.81-psi (Compression)
SigmaC Allowable:= 1900psi 6" Wide Compression Parallel to Grain, Select Structural
Spruce-Pine-Fir Table 4A(NDS)
= 1.6 (Wind) gm:= 0.8 ',:= 1.0
'g"f':= 1.0 Z= 0.8 Cp:= 0.86 NDS EQ 3.7-1
I := SigmaC_Allowable•Cd•Cm•Ct•Cf-Ci-Cp
SigmaC Allowable= 1673.22-psi
SigmaC
^^ SigmaC Allowable
I =0.31
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if(I < 1 "O.K. "N.G. _"O.K. '..' ..
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Vo ••
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E-00-
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, FI 33172
LOAD IN WOOD LEDGER(2X10)TO CONCRETE TIE BEAM CONNECTOR
Using 1/2"x4"Embed Simpson WedgeAnchor@24"O.C.
Applied Tension := 0•lb Spacing:= 24in
Applied_Shear:= Pdesign 1.5in Width-Spacing
20in 2
Applied—Shear=60.241b
CHECK TENSION
Bolt—Tensile—Capacity= 1890 Ib Applied—Tension =0
Allowable_Tension := Bolt—Tensile—Capacity Allowable—Tension = 1890 lb
Applied_Tension _0
Allowable Tension
CHECK SHEAR
Bolt—Shear—Capacity =2000 Ib Applied—Shear=60.24 lb
Allowable_Shear:= Bolt—Shear—Capacity Allowable—Shear=2000 Ib
Applied—Shear
=0.03
Allowable—Shear
CHECK INTERACTION
Applied_Tension Applied Shear
I =0.03
^^ Allowable Tension Allowable Shear
if(1 <_ 1.0,"O.K." ,"N.G.") ="O.K."
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, FI 33172
LOAD IN WOOD RAFTERS (2X8)TO WOOD LEDGER(2X10)CONNECTOR
Using Simpson LUC26Z Connector
Section Properties
i := 7.25in := 1.5in
Ib
,W:= �Pdesign�•B w= 5.58•ft
j", hal := (Width - 1.5ft)
Lengthb= 16.5ft
Distributed load on rafter
Lengthb
a:= w• R=46.02lb
2
Checking Interaction
:= 8951b Allowable Uplift as per manufacturer specs
if(R<-A,"O.K." ,"N.G.") _"O.K."
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, FI 33172
UPLIFT LOAD CRITERIA
Width = 18ft Length =26ft
Pdesign=44.62•psf h =0.66 ft
3.5 Width Length Width 1.5 Length
Pdesign' 48 2 2 + 2 'Pdesign' 20 2 Pu =772.221b
Width
= h 'PdesignWp Wb=205.65 lb
2
3b 9ft Mc=616.94 lb-ft
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Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami, FI 33172
CHECK ANCHOR BOLTS
Utilising 314" Dia x 3" Embed REDHEAD WEDGE Anchors into Concrete Slab
Mc
AZAhr:= Olb MAW.TZ0":= Pu + —
3in
CHECK TENSION No—of—Bolts = 1
Bolt—Tensile—Capacity= 3128.57 Ib Applied—Tension = 3239.97 Ib
Ilowable Ten ion :=
1.33-Bolt—Tensile—Capacity-No—of—Bolts Allowable—Tension =4161 lb
Applied_Tension
=0.78
Allowable Tension
CHECK SHEAR
Bolt—Shear—capacity =4137.43 Ib Applied—Shear=0
k ft" . e r:= 1.33-Bolt—Shear—Capacity-No—of—Bolts Allowable—Shear= 5503 lb
Applied—Shear
=0
CHECK INTERACTION Allowable—Shear
I _ Applied—Tension + Applied Shear I =0.78
Allowable Tension Allowable Shear
if(I < 1.0,"O.K.","N.G.") ="O.K."
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