RC-15-2299 (3) L Permit No. RC-9-15-2299
�s O1 s yt Miami Shores Village Permit Type: Residential Construction
Perry✓
10050 N.E.2nd Avenue NW m riCatt3t;:;%Altecation
Miami Shores,FL 33138-0000 ■ �: i Work ClaSsf
Permit Status:APPROVED
Phone: (305)795-2204
FL�jR7DA.,
Issue Date: 10/21/2015 Expiration: 04/18/2016
Proje,-t Address Parcel Number Applicant
64 NW 99 Street 1131010330060
Miami Shores, FL Block: Lot: THOMAS TELESCO JR.
Owner Information Address Phone Cell
THOMAS TELESCO JR. 64 NW 99 Street (305)216-6161
MIAMI SHORES FL 33150-
64 NW 99 Street
MIAMI SHORES FL 33150-
Contractor(s) Phone Cell Phone
Valuation: =8,750.00TELESCO CONSTRUCTION COMPAN' (305)216-6161
Total Sq Fee
`Approved: In Review Available Inspections:
Comments: Inspection Type:
Date Approved: : In Review Final
•Date Denied:
Review Plumbing
Type of Construction:REPLACE KITCHEN CABINETS,RE Occupancy: Review Plumbing
Stories: Exterior: Review Mechanical
Front Setback: Rear Setback: Review Electrical
Left Setback: Right Setback: Review Building
Bedrooms: Bathrooms: Review Building
Plans Submitted: Yes Certificate Status: Review Building
Certificate Date: Additional Info: Review Structural
Bond Return: Classification:Residential
f
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $5.40
DBPR Fee Invoice# RC-9-15-57031
$3.94 09/10/2015 Check#: 11262 $ 50.00 $366.78
DCA Fee $3.94
,Education Surcharge $1.60 10/21/2015 Check#:1238 $366.78 $0.00
Permit Fee $262.50
Plan Review:Fee(Engineer) $120.00
,Scanning Fee $12.00
Technolo4y Fee $7.20
Total: $416.78 BE
Applicant Copy
F,,Or Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/.
Requests must be received by 3 pm for following day inspections.
,NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
-additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
the public records of this county. DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES.
October 21, 2015 2
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STRUCTURAL GROUP3�.'
Structural Calculations
Structural Calculations
for:
Telesco Residence
64 NW 99th street
Miami Shores, FL 33150
September 4th, 2015
In accordance with the �f c f,
2014 Florida Building Code
f; E
8'
Index
Cover Sheet ................................................................................
f:
Calculations ................ ........................................................... . -2=
CSW Structural Group Title: Job#
53,07 Orange Drive Suite 203 Dsgnr: Date: 2:28PM, 4 SEP 15
,Davie
Description:
-Tlorida
33314
Scape
-Rev: 580006
User:KW-0807042,Ver 5.8.0,1-Dec-2003 Steel Beam Design Page 1
(c)1983-2003 ENERCALC Engineering Software holiday inn express.ecw:Calculations
Description TELESCO RESIDENCE---NEW STEEL CHANNEL AT OPENING
General Information Code Ref:AISC 9th ASD,1997 UBC,2003 IBC,2003 NEPA5000
Steel Section : C8X14.5 Fy 36.00ksi
Pinned-Pinned Load Duration Factor 1.00
Center Span 7.50 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi
Left Cant. 0.00 ft LL&ST Act Together
Right Cant 0.00 ft
Lu :Unbraced Length 0.00 ft
- -- ------- -
Distributed Loads Note!Short Term Loads Are WIND Loads. I
#1 #2 #3 #4 #5 #6 #7
DL 0.375 k/ft
LL 0.450 k/ft
ST k/ft
Stmt Location ft
End Location ft
Summary
Beam'OK
+� = Static Load Case Governs Stress
Using:C8X11.5 section,Span=7.50ft, Fy=36.Oksi
End Fixity= Pinned-Pinned,Lu=0.00ft,LDF=1.000
Actual Allowable
Moment 5.881 k-ft 16.117 k-ft Max. Deflection -0.063 in
fb: Bending Stress 8.670 ksi 23.760 ksi Length/DL Defl x,683.3 : 1
fb/Fb 0.365 :1 Length/(,)L+I.L Defi) 1,424.5 : 1' ' '
Shear 3.137 k 25.344 k
fv: Shear Stress 1.782 ksi 14.400 ksi
fv/Fv 0.124 : 1
`Force& Stress Summary 4
-These columns are Dead+Live Load placed zs noted->>
DL LL LL+ST LL ' LL+ST ` ' ' ' ;
Maximum Only Center Center Cants; ' ',i�Cants
Max.M+ 5.88 k-ft 2.72 5.88 k-ft
Max.M- k-ft
Max.M @ Left
Max.M @ Right k,q ,
Shear @ Left 3.14 k 1.45 3.14 k
Shear @ Right 3.14 k 1.45 3.14 k
Center Defl. -0.063 in -0.029 -0.063 -0.063 0.000 0.000 in
Left Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in
Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in
...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in
Reaction @ Left 3.14 1.45 3.14 3.14 k
Reaction @ Rt 3.14 1.45 3.14 3.14 k
Fa calc'd per Eq.E2-1,K*Ur<Cc
I Beam Passes Table B5.1,Fb per Eq.F1-1,Fb=0.66 Fy
'S6tTM
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before injection of the adhesive.Inadequately cleaning holes during installation can reduce the performance of
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both cracked or untracked concrete and with anchor rods or post-installed rebar.
Hilti proudly presents the HIT-HY 200 System.
. • - - - - .raj+. rr ✓` _ .MIN
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Anchor Range of Embedment Depth
TE-YD Hollow Rod or
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Drill Bits,in Dia zs"
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HIT-HY 200,make 3/$" ••••
subsequent hole
'' -- cleaning completely • .
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r
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2 Hilti,Inc.(USA)1-800-879-8000 1 www.us.hifti.com 1 an espanol 1800-879-5000 I Hilti(Canada)Corp.1-800-363-4458 1 www.hilti.ca 1 HIT-HY 200 Technical Supplement 04/13
HIT-HY 200 Adhesive Anchoring System
Hilt!HIT-Z and HIT-Z-R Anchor Rod Lengths and Thread Dimensions
1 Ih,lix Smooth Shank Total Thread Usable Thread
Name and Size Anchor Length Helix Length Length Length Length
in (mm) in (mm) in (mm) in (mm) in (mm)
HIT-Z(-R)3/8"x 4-3/8" 4-3/8 (111) 2-1/4 (57) 5/16 (8) 1-13/16 (46) 1-5/16 (33)
HIT-Z(-R)3/8" x 5-1/8" 5-1/8 (130) 2-1/4 (57) 5/16 (8) 2-9/16 (65) 2-1/16 (52)
HIT-Z(-R)3/8" x 6-3/8" 6-3/8 (162) 2-1/4 (57) 5/16 (8) 3-13/16 (97) 3-5/16 (84)
HIT-Z(-R)1/2"x 4-1/2" 4-1/2 (114) 2-1/2 (63) 5/16 (8) 1-11/16 (43) 1 (26)
HIT-Z(-R)1/2" x 6-1/2" 6-1/2 (165) 2-1/2 (63) 5/16 (8) 3-11/16 (94) 3-1/16 (77)
HIT-Z(-R)1/2"x 7-3/4" 7-3/4 (197) 2-1/2 (63) 5/16 (8) 4-15/16 (126) 4-5/16 (109)
HIT-Z(-R)5/8"x 6" 6 (152) 3-5/8 (92) 7/16 (11) 1-15/16 (49) 1-1/8 (28)
HIT-Z(-R)5/8"x 8" 8 (203) 3-5/8 (92) 7/16 (11) 3-15/16 (100) 3-1/8 (79)
HIT-Z(-R)5/8" x 9-1/2" 9-1/2 (241) 3-5/8 (92) 1-15/16 (49) 3-15/16 (100) 3-1/8 (79)
HIT-Z(-R)3/4' x 8-1/2" 8-1/2 (216) 4 (102) 7/16 (12) 4 (102) 3-1/16 (77)
HIT-Z(-R)3/4"x 9-3/4" 9-3/4 (248) 4 (102) 1-11/16 (44) 4 (102) 3-1/16 (77)
theux
r
o
Usable Thread �1
Smooth Shank Length Length 7_
Total Thread Lengi'h
„
Mechanical
..
Hilti HIT-Z and HIT-Z-R Material Specifications f e Min. f.
ksi (MPa) ksi (MPa)
Carbon steel HIT-Z rods(3/8-in.to 5/8-in.):AISI 1038 75.3 (520) 94.2 (650)
Carbon steel HIT-Z rods(3/4-in.):AISI 1038 or 181VInV5 75.3 (520) 94.2 (650)
Stainless steel HIT-Z-R rods:Grade 316 stainless steel 75.3 (520) 94.2 (650)
HIT-Z Carbon Steel Nuts meet the requirements of ASTM A 563,Grade A conforming to ANSI
B18.2.2
HIT-Z Carbon Steel Washers meet the requirements of ASTM F 844
HIT-Z Carbon steel rods are furnished with a 0.005-mm-thick zinc electroplated coating
HIT-Z-R Stainless Steel Nuts meet the requirements of ASTM F 594 conforming to ANSI 1318.2.2
HIT-Z-R Stainless Steel Washers meet the requirements of AISI 316 conforming to ASTM A 240
Hilti,Inc.(USA)1-800-879-8000 1 www.us.hilti.com I an espanoi 1.800-879-5000 1 Hilti(Canada)Corp.1-800-363-4458 I www.hiiti.ca I HIT-HY 200 Technical Supplement 04/13 13
Covenant Engineering, Inc.
l 4149 SW 47th Avenue, Suite 3C
Davie, Florida 33314
Florida Certificate of Authorization 26339
954.894.9112 facsimile 954.894.9291
Village of Miami Shores
10050 Northeast 2nd Avenue
Miami Shores,Florida 33138
Attention: Building Official
Subject:Permit#:RC-9-15-2299
Telesco Residence
64 NW 99 Street
Miami Shores,FL 33150
Gentlemen:
Our responses to your comments are as follows:
Plumbing(09/17/15)
L As per rami-Dade Ordinance Chapter 8-10-show the location of all applicable utilities. This shall
include but not limited to sewer,sewer lateral, water meter,water service and any gas lines or tanks on
property.
Please refer to revision 1 of drawing P-1 dated September 23,2015. All applicable utilities are
shown.
2. FBC 107.2&Miami-Dade Chapter 8-10 permits. Construction documents shall be of sufficient clarity
to indicate the dimensions, location, nature and extent of work proposed and show in detail that it
conform to the provisions of this code.Scope on application and plans do not coincide.
Please refer to revision 1 of drawing P-1 dated September 23,2015.Scope of work has changed.
3. FBC 107.2.1 Provide the following criteria in legend• Code and Year to be referenced for design. •
Provide Occupancy Classification as per FBC 302.1 • Provide Level of Alteration as per Existing
Building Code•Provide Type of Construction as per FBC 601.
Please refer to revision 1 of drawing P-1 dated September 23,2015.See Building Data notes.
Sincerely yours,
Covenant Engineering,Inc.
Mohammad .Chaiatri
Designer
SLOPING RAFTER
CEILING RAFTER
SIMPSON MTSIwo TU11ST STRAP(FLI045(o)
w/(10)-10d x �NAILS TO RAFTERS AND
/—(3)-J/4"# TAPCONS w/21" EMBED TO BEAM
(TYP ON EACH SIDE)
EXISTING CONCRETE TIE-BEAM
0 0
,
0 0
f
TYPICAL ROOF STRAP DETAIL AT EXISTING TIE-BEAM
�i
PROJECT: TELESCO RESIDENCE
%257585 64 NW 99th STREET
MIAMI SHORES, FL 33150
STRUCTURAL GROUP = a f TITLE : TYPICAL ROOF STRAP DETAIL AT
5397 Orange Drive. �� EXISTING TIE-BEAM
Suite 203 ��� •'•�.. � C1�
Davie, FL 33314 �t�� �;8�' DATE : FEB.-29-2016 S K-1
Ph: (954)316-9001Q18