REV-16-1947 RA
1viliaml Shores Village �CR�D
Building Department JUL 11 2016
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 BY•
INSPECTION LINE PHONE NUMBER:(305)762-4949
FRC 20p{
BUILDING Master Permit No. d
PERMIT APPLICATION Sub Permit No._
BUILDING ❑ ELECTRIC E] ROOFING VISION [—] EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF F-] CANCELLATION ❑ SHOP
�-CONTRACTOR DRAWINGS
JOB ADDRESS: coV "" Vol
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): � .(�� -��1�_ Phone#. 2,4 2—
Address: � �G �`� �� -Z?S'21
City: SA State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR::Company Name: �� Phone#
Address: /`s'( W Z"5 T- f '
City: S State: `�_ Zip:
Qualifier Name: 1 Phone#:
State Certification or Registration# r�'" Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State Zip:
Value of Work for this Permit:$ �y00 Square/Linear Footage of Work:
Type of Work: F-1Addition &2**Alteration ❑ New a 1 ❑ Repair/Replace, ' r ❑ DeQm�o�lition
Description of Work: t7 1® ��a. -�K1� I
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ J� CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ Cjs
TOTAL FEE NOW DUE$
(Revised02/24/2014)
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 good faith that a copy of the notice of commencement and construction lien law brochure w//be deliv red to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be p sted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the abse ce suc posted notice, the
inspection will not be approved and a reinspection fee will be charged. ✓�
77,
Signature �� gnature
O T * , CONTRACTOR
The foregoing i strument was acknowle ed before me this The fore g ins umc t was acknowledged before me this
�_ d� ofd�_' 20 4� _ ,by 1 day of ,20 by
L7u14 ct. �� ho i ersonaIly known �l�G who i�personally know
.. —
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign: AJtFS
MARCOS LINARESM• ': MY COMMISSION 0 EE872882
Print: Print:
• 872882 '�
.% bru
EXPIRES Feary7, 17
Seal: EXPIRES February 07,2017 Seal: (40 �53 F wm
NO 3"4133 F can
APPROVED BY �/ Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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AL,F'AROOQ 0-Wipliu CATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
.. . . . .• ..• •.
July 5, 2016
0. .. . . . . .. 00 AFC#16-0789 M.
' .' ' '
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r
Synthesis Design Build Group J'!
12973 SW 112 St STE 131
Miami, FL 33186
H,� �fl �s ��� T�� SI .
Ref: 1460 NE 101 Street l JU` ?®16
} �
Miami Shores, FL
Sub: Doorjamb with unanchored '/4"wood buck and V4"shim
NOA 15-0615.04
To Whom It May Concern,
In reference to the subjected field condition,please find-the calculations attached for the%2"
cantilever located at the jambs of the door system. As per the attached calculations,we state that the
structural integrity of the system is not compromised. The door and sidelights installed with the
unanchored bucks will withstand required wind loads. Please refer to supporting calculations.
This is subject to the approval of the building department of jurisdiction. Please feel free to
contact us if you need any further assistance.
Very Truk Yours,
r� 11 Q,7 2 16
DATE
JAVAD PA COW
j 9 Javad Ahmad, P.E.
Director of Engineering
9360 Sunset Drive,Suite 220 1 Miami,FL 33173 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooa@afcena.com
CLIENT: • •.• • • . •. PROJECT:
AL-FAROOQ CORPORATION • • • • • •
ENGINEERS & PRODUCT DEVELOPMENT ' • ' ••• • • •
8380 SUNSET DRIVE TEL. (305) 264-810 SYNT'HEM5 DES IGIq '• 1460 NE 101 ST
S U I T E 2 2 0 FAX. (306) 262-6978 MIAMI ILD GROUP
SHORES
BU '
MIAMI,FLORIDA 33173 • ••• • ••• • •• FL
07-05-16 BY: M.I. AFC16-0789 •• • •0 •• •0 •
ALUM. IAUj-LIQN.. ••• ••
••0 :WOtO b 1300R FRAME
• . . . •
0.
SMS ANCHOR AS PER
NOA 15-0615.04
WINDOW BY SEE SHEET 6
OTHERS
1/4" SHIM
1/4" WOOD BUCK
MULL BY OTHERS
JAMB
DETAIL
ANCHOR CALCULATIONS
DESIGN PRESSURE (ZONE 4) = Pd =50 PSF(SHEET 01)
TRIBUTARY AREA(MAX.ALLOWABLE PER NOA) =A= (8"*37.75/2)/144= 1.05 SQFT
WIND LOAD PER ANCHOR= R= Pd*A=52.5 LB
ANCHOR CAPACITY WITH 1/2" CANTILEVER=Sa=90.5 LB (SHEET 02)
Sa> R Engr. JAVAD AHMAD
CML
OKAY TO USE FLA. PE # 70592
C.A.N. 3538
JUL 0 7 2016
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ai
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TION (NORTH) SIDE ELEVATION (EAST)
ElO O A R
8
TION (SOUTH) SIDE ELEVATION (WEST)
WINDOW WIND PRESSURE ROQ12 ftJ1�P5SE12t >'
ZONE 4 ZONE 5
:T. A ai. +VE -VE +VE -VE
PRESSURE PRESSURE PRESSURE PRESSURE
( ( (��7 (PSS
> A 48.00 62.00 4800 83.00
> a 49.00 5300 49.00 Moo 2 44.00 4600 4400 55.00
> 81 49.00 53.00 49.00 66.00 A 3 4900 53.00 49.00 88.00
> C 4800 62.00 48.00 63.00 D 4 45.00 49.00 45.00 58.00
> C7E4&00
62.00 48.00 63.00 5 44.00 48.00 44.00 55.00
> 0 63.00 49.00 66.00 0 B 4800 52.00 4&00 63.00
> E 53.00 49.00 88.00
> F 53.00 49.00 66.00
> G 5200 4&00 83.00
DOOR AND WINDOW PRESSURES
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02
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SHANK 2015 .25 .smS,,5 cant... . ..
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AL-FAROOQ CORPORATION
---------------------
9360 SW 72nd STREET SUITE 220
MIAMI, FL 33174
PH. 305-264-8100
CAN (EB) #3538
SCREW TYPE = #14 SMS
LOCATION : jambs SCREWS ARE CANTILEVERED 0.500 in.
FLAT SURFACE
EFFECTIVE CANTILEVER = CANTILEVER/2 = 0.250 in. (PER MIAMI-DADE)
MAX. LOAD DUE TO CANTILEVER = 90.5 Lbs.
MAX. LOAD ABOVE IS BASED ON USING NON-COMPRESSIBLE SHIMS
Fu = 74000 PSI
Fb = .75Fu/2 = 27750 PSI ( BENDING ) 4a
�.:.
Fv = .45Fu/2 = 16650 PSI ( SHEAR
Diameter = 0.214 in. AVG. DIA.
S = .098 D^3 = 0.000960 in^3
Area = 0.0360 in.^2
SHANK 2015.BAS 07-05-2016
ya
BENDING ON ANCHOR
PL 90.5 x 0.250
fb = -- = ------------- = 23561.3 PSI <= Fb OK//
S 0.000960
SHEAR ON ANCHOR
P = 90.5
fv = - = ------ = 2513.2 PSI <= Fv OK//
A 0.0360
JUL 07 2010
COMBINED BENDING & SHEAR
23561.3 2513.2 C
------- + ------- = 1.0 = 1.0 OK//
27750 16650
Page 1 JAVAD IWAP.E#70592