REV-16-3295 Vii: �,`�r, `►�
Miami Shores Village bC
Building Department sY:
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10050 N.E.2nd Avenue,Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 iu
BUILDING Master Permit No. �)n 16- 60o
PERMIT APPLICATION Sub Permit No. P-,e_\1 1(0- .�2ci S
❑BUILDING ❑ ELECTRIC ❑ ROOFING EPEVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
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CONTRACTOR DRAWINGS
JOB ADDRESS: / 661
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: —,Hood Zone: BFE: FFE:
/� 4;
OWNER: Name(Fee S' pie Titleholde Phonei!✓�� ?9XJ
Address: / �' . f
Cit /�- State: X Zip.
Tenant/Lessee Name: TO Phone#:4:ik'�Email: 3/7t51V
fAl
CONTRACTOR:Company Name: �� Phone#:
Address: ?i�'f�oZ( a) -FIR TIF
f
City: , / f�'�_- / State: )51_47 Zip:
Qualifier Name: �/?,�7 ���r����S Phone#: s8
9'A���ZQ
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 0o'00 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New 1�1Repair/Replace ElDemolition
Description of Work: ICe buc �o�ct, �S��A�
r��aC.� l ��►� -2 c
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ '7
TOTAL FEE NOW DUE$ G�
�'Revi sed02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address 1-9
Cit r State Zip L'e
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 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 reinspec o will be charged.
Sig ature / / gnature
OWNE 5VI
AG h CONTRACTOR
The fopfgoing instr me was acknowledged before me this The foregoing instrument was acknowledged before me this
Z� � " _ � ,!
{dray of QQ.cJ�.r ey 20 A by _Z,��day of ! 120�, by
V s 4'2{vC4 9 i )%IL"J ,who is personally known to '� ` who is ersona y no 0
Ulf
me or who has produced o✓'UJ LzCr2�t,/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 PUBLIC:
Fo
Sign: Sign:
`O•NUMBERO•
Print: '. 0 ti ' Print:
EXPIRES
Seal: B2.aJun 03,zo ay a= Seal: VEW CAPHIWPS
2'.qv trp�,�, ',: Z1 * * t�IY COMMISSION d f1:�6880g
r.... EXPIRES:February 22,2018
�� '����i ate` � 4 �° Bmded Thru Budget Notary Savlce�
l
APPROVED BY Plans Examiner Zoning
' Structural Review Clerk
(Revised02/24/2014)
I
CEIVED
Aft -��,� . INSPECTION REPORT DEC 0� 2016
Y..
ovember 9, 2016
To: iWe
hores Building Department
From: of
P.E.
Property Owner: Clark Knapp
Property Address: 1116 NE 92 ST Miami Shores, FL 33138
11 Miami Shores Village
RE: Revision to New Door and Existing Steel Column Conn c ionBY DATE
APPROVED
ZONING DEPT
l
Dear Building Official: BLDG DEPT
BJECT TO CppOMpP�LJ NCE WI ALL ERAL
This document is to certify that I have inspected the abov mentioned
rog;rAYL����§� -flO44hat d e to
STATEANDexisting site conditions the attachment of the new doors t e requires a slight modification.
The door's anchors specified in the Miami-Dade Product Approval No. 15-0204.05 will be used and I have
attached the required calculations to take into account the cantilever effect on the anchors due to the new 2x6
wood buck(filler) between the doorjamb and the supporting concrete structure.
Additionally I have attached the structural detail for a new door opening on an existing block wall. It depicts the
work required for the new door concrete header.
Note: My statement is based on the visual inspection of the structure and on exposed areas that were made available for
this inspection. To the best of my knowledge and ability, this report represents an accurate appraisal of the present
condition of the building based upon a careful evaluation of observed conditions at the time of the inspection, to the extent
reasonably possible. No warranties or representation are intended nor should any be construed for any part of the structure
not described in this letter and its attachments.
Sincerely,
.. ... . . . . . ..
Crique Febles, P.E.
Civil Engineer
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FL. License No. 67341 0 0
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Project: Clark Knapp Engineer: E.F.
1116 NE 92 ST Miami FL 33138 Printed on: 11/9/16
Building Characteristics
h= 15.00 ft
L= 48.00 ft (Short,horizontal dimension of a building measured parallel to the wind direction)
B= 56.00 ft (Long,horizontal dimension of a building measured normal to the wind direction)
h/L= 0.31 L/B= 0.86 (ASCE 7-10,Table 26.9-1,page 256,
Z= 9.00 ft Zmin— 15 ft Terrain Exposure Constants)
—
C= 0.20 ft = 500 ft e= 0.20 ft
Design Criteria
ASCE 7-10,Chapter 30, Part 1
Risk Category 11 (ASCE 7-10,Section C1.5,page 380) FBC-2010,Section 1604.5
Exposure C (ASCE 7-10,Section 26.7.3,page 251) FBC-2010,Section 1609.4.3
V= 175.00 mph (ASCE 7-10,Fig.26.5-1,page 247) FBC-2010,Section 1620.2
K,= 0.85 (Velocity Pressure Exposure Coefficient,also Kh,ASCE 7-10 TABLE 27.3-1,page 261 based on z)
Kd= 0.85 (Wind Directionality Factor,ASCE 7-10 TABLE 26.6-1,page 250,based on structure type)
Velocity Pressure
qZ=0.00256 KZ Kd VZ [lbs/ft'] (ASCE 7-10,Eq.30.3-1) (NOTE:section 26.8 of ASCE 7-10,p.251 does not apply(i.e.,Kzt=1.0))
qZ= 56.64 PSF
gZASa=qz 0.6= 33.99 PSF
Determination of wind pressure(p) (ASCE 7-10,chapter 30,page 318,Components and Cladding)
P=gh(GCp-GCpi) [lb/ft'] (Eq.30.4-1) (ASCE 7-10,30.4.2,page 318)
Gust Effect Factor (ASCE 7-10,26.9,page 254,Rigid Structures)
(Internal Pressure Coefficient TABLE 26.11-1,page 258)Enter 0 for open bldgs.0.55 for partially
G�pl+= 0.18 enclosed bldgs.or 0.18 for enclosed bldgs.
G,pi-_ -0.18 (Internal Pressure Coefficient TABLE 26.11-1,page 258)
Determine a:
a= 4.8 ft or 6 ft (whichever is smaller) 4.8 controls -
but not less than 1.92 ft or 3 ft 3 controls
Use a= 4.8 ft
Windows and Doors Pressure
reduction factor= 1 (Fig.30.4-1,page 335,if 0<10°reduce GCp by 10%)
q,= 33.99 PSF EXPOSL":"s . . . . (.ATE(aARY:II P=gh[(GCp)—(GCpi)] [psf]
WINDOW/ SIZE(aprox.) AREA •G p•) • (-r GCp(+) P- P- P+
DOOR ID w(inch) h(inch) (SF)••• ••*ZONE:4 •• ;345•• ZONE 4&5 ZONE 4(-) ZONE 5() ZONE 4&5
Window 10ft^2 36 40 10.00 -1.10 -1.40 1.00 -43.50 -53.70 40.10
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Door 3'x6' 36 72 18.68 •-1.95 •1.31 0.95 -41.97 -50.63 38.57
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000
0
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PROJECT: Clark Knapp Residence DATE: 11/9/2016
ADDRESS: 1116 NE 92 ST Miami FL 33138 PAGE: 1 of 2
SUBJECT: Revision to Existing Door Anchorage DESIGNED BY: Enrique Febles, P.E.
ALLOWABLE LATERAL LOAD OF CONCRETE ANCHORS WITH CANTILEVER CONDITION
ANCHOR INFORMATION:
MODEL: ELCO ULTRACON
MIAMI-DADE NOA No. 11-0406.01
CANTILEVER
SHIM OR CONCRETE
Fy= 155.00 ksi tensile yield strength provided by manufacturer WOOD BUCK
Fu = 177.00 ksi ultimate tensile strength provided by manufacturer
0= 1/4 in nominal anchor diameter provided by manufacturer
= 0.189 in actual anchor shank diameter provided by manufacturer DOOR a
Area = 0.028055 int anchor area
JAMB
a
S= 0.000663 in anchor section modulus INTERIOR a a A CHOR
O a
Data:
� a
Cantilever= 1.50 in length of cantilever in anchor
EXTERIOR 0
arm = 0.75 in arm=Cantilever/2
�Pa
Calculation:
Pa = 91.50 lb allowable load on anchor,Pa[Ib]
Fb =0.75•Fy= 116.25 ksi allowable bending stress,AISC Table 1 p.5-117,Sec.F2 p.5-48
fb= M/S= 103.53 ksi calculated bending stress,fb=(Pax arm)/S check fb<Fb : OK
Fv=0.17-Fu = 30.09 ksi allowable shearstress,AISCTable l-D p.4-5
fv=q/A= 3.26 ksi calculated shearstress,fv=load/Area check fv<FV : OK
fb/Fb+fv/Fv= 0.999 interaction equation check fb/Fb+fv/Fv< 1 : OK
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PROJECT: Clark Knapp Residence DATE: 11/9/2016
ADDRESS: 1116 NE 92 ST Miami FL 33138 PAGE: 2 of 2
SUBJECT: Revision to Existing Door Anchorage DESIGNED BY: Enrique Febles, P.E.
ANCHOR SPACING:
allow. shear cap. = 91.50 Ib allowable shear capacity of anchor,=min[Pa, 295],from NOA No.11-0406.01 for anchors on
hollow block:if spacing 3"=>shear cap.=150 Ib,if spacing 6"=>shear cap.=295 lb
W= 36.00 in windows width
H = 80.00 in windows height
wind pressure= 50.63 psf wind pressureforzone 5(max.)
@ sides: trapezoidalload distribution
tributary area = 1116.00 int tributary area to one side of the windows. Hq,"m
load = 392.38 Ib load on one side,=wind pressure x tributary area
end distance= 6.00 in anchor end distoncefrom corners
#of bolts= 4.29 number of bolts required,=load/allow.shear cap. M"/
use 5 anchors @ 17.00 in W
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NEW DOOR OPENING
#4 HOOKED DRILL %"0 HOLES x 5" DEEP
DOWELS ®12"c/c AND FILL WITH HILTI HIT EPDXY
PASTE FOR OVERHFJD USE
BOTTOM 0
EXIST. BEA - -
J. . j TIE
8"x8" CONC. HEADER WITH ' -
-- ' 2 #5 BOTT. EXTEND 8" TO
1-#5 DOWEL LOCK WALL EACH END
x 3'-0"ZE
--
NEW OPENIN I C U co
1 #5 BLOCK CELL W M p
FILLED ITH C NC. GROUT -- 0 _ n
;^ ,l (.J
.I Ip . . LV Z
w ¢ Z
EXIST BLO K I .a a Lu
a
WALL _ i __ Q N O
Z rn w
-- -- Y w p
r. Y Z O
1-#5 DOWEL J
x 3'-0" L NGF- ' • � TOP OF U W
'
EXIST. FTG. Z
—DRILL %4°O HOLES x6" DEEP AND
FILL W. HILTI HIT EPDXY PASTE
NEW DOOR OPENING IN EXIST.
BLOCK WALL DETAIL A REVISIONS
No. DESCRIPTION
SCALE: N.T.S.
DESIGN BY: E.F.
DRAWN BY: E.F.
REVISED BY: E.F.
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••• • • • • ••• • • DATE:11-09-2016
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•• • • • •• •• SCALE:ASST-O AN
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NOTE•TtIS•PLAN I11 NOT CO*SI**RE* COMPLETED UNTIL SIGNED AND SEALED BY THE SHEET: S-1 1
E.O.R AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES 1