FW-14-2622 " A 12te
ATB 105
Fabricated Glass Certification
Flat glass products provided by Trulite Glass and Aluminum Solutions,LLC conform to ASTMC 1036 Standard Specification
for Flal Glass. Transparent Flat glass products, Type 1, Class 1 and 2 are provided at quality level Q3. Type 11, Class / and 2
provided at quality level Q5 with form, finish, mesh and pattern as specified. Glass dimensional tolerances will fall within
nominal guidelines listed in table 2 Additional industry guidelines or governmental regulations apply to specific products listed
herein and if applicable permanently marked on individual components indicating compliance.
Coated Glass,Pyrolitic CVD and Vacuum MSVD
Fabricated glass products with thin film coatings designed to alter solar or emissive properties conform to ASTM C 1376
Standard Specification for Pyrolitic and Vacuum Coated Glass Products.
Heat Treated Glass
All heat-treated glass products conform to ASTM C 1048 Standard Specifiration for Heat Treated Flat Glass, Kind HS,bifid FT.
Coated and Uncoated, 0 0 ....
• Kind HS or heat-strengthened glass is produced with surface compression of 3500 -7500 psis 1-lent Strengtheoter: •�
glass is NOT a safety glazing product ••• 000000
• Opaque Spandrel Coatings', Ceramic Frit, Condition B, ASTM C 1048; Opaci-Coat®.399.LIkon elastomer, :000*:
Condition C,ASTM C 1048 and GTA Engineering Standards 89--4—6.
• Fully Tempered glass with logo complies with ANSI Z 97,12004 and CPSC16 CFR 1201 as silt' 0 leizin mal�ri,al..' 00000
•
� @tiY€S g
0.0
0
Insulating Glass 0.. . .••.•. .••••
•
A insulated glass products conform to ASTM E 2188 and ASTM E 2/90 as required by participation•m. tie•Insulated0Gl0ass 0000:•
Certification Council,(IGCC)2005.These standards replaced the ASTM F;773—714 CBA tiered systemein=as the Council 00
moved to the Harmonized Insulated Glass Standards for North America(RIGS). Each 1GU is permanently malked wiLdatoe 000000
IGCC registration,and compliance to standard as well as the producing Arch Aluminum location. • • 0 • •
• . . 00000•
•0 . • •••
Laminated Glass' 0000
All laminated glass products conform to ASTM C 1172 Standard Specification for Laminated Flat Glass.Standard laminates with
minimum 0.030"PVB interlayer comply with ANSI Z 97.1 2004 and 16 CFR 120111 as safety glazing material.Ballistic,Blast
resistance and Hurricane glass are specialty-laminated products independently certified or tested to resist specific threats.
Separate certification will be provided when ordering any of these products.
Mirror
Base glass used for production conforms to ASTM C 1036 Standard Specification for Flat Glass, Type 1, Class / and 2, Q2 or
better.All mirror products conform to ASTM C 1503 fir Silvered t•'lat GJ(1&s 11111-ror.
Wire Glass
%"Polished Diamond and Georgian wire glass is rated fire resistant material. Under IfIriters Laboratory Inc. File R-6/28,Wire
glass is restricted to non-hazardous applications requiring labeled fire rating as sized and tested from 20 to 90 minutes. Wire
glass is not suitable for all applications or locations and its use is restricted in schools,athletic and day care facilities where IBC
2003 or NFPA 5000 is enforced. The design professional is responsible for determining the appropriate use of wired or safety
glazing products. Consult applicable building codes prior to specifying. Wire glass does not meet impact requirements ofCPSC
16 CFR 1201
Note:
'Non-vision glass, .coated side unsuitable as finished surface. Large variation In coating density will be seen in
transmission from cpated side. This is normal and not cause for rejection. View for acceptance per standard
'IBC 2003 requires tempered logo to be visible and legible post installation.
'National Elevator Code ASME A 17,1 requires ALL glass used in cab OR hoist way have logo showing compliance to
ANS1 Z 97.1 visible and legible post installation.
800 Fairway Drive Suite 200 1 Deerfield E3each,.FL-33441
Tel. 1300-432.8132 1 Fax 954-7249293 1 wwwArulite.com
.. .. . . . .. .. .
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rine . . . . . . . . . . _ _
SOLA6P ANQ oQTlq;►L PRoP€rEs ` _
9/16v€nei.A f v Law f 12•over.Tint Laminated -I
i y 1
114 En"t Ajv.�Lc#v I q+•!?90 Clea PVB+114"Tint '
IMPACT GLAZING
a0 cQv �+`0� o QG
a �
Performance Categro
Visible U ht Transmitted 56%1 560/6 46% 47% 620/6 44% 38% 174% 56% 55% 163% 62% 55% 7% 19% 63% 36%
ExfenorVisible Reflectance 9% 9% 8% 8% 10% 7% 10% 13% 9% 9% 10% 10% 9% 4% 5% 10% 6%
Inferior Visible Reflectance 10% 10% 10% 10% 11% 10% 7% 11% 10% 10% 11% 11% 10% 9% 9% 11% 9%
Solar Transmitted 24% 23% 23% 30% 33% 31% 28% 51°!0 23% 24% 32% 30% 23% 4% 12% 32% 21
Solar Reflected 10%, 10% 10% 10% 10% 10% 10% 11% 10% 10% 10% 10% 10% 9% 10% 10% 10%
S)nKffj?g Coefficient(SCc) .53 .52 .53 .57 .59 .58 .56 1 .72 .52 .53 .58 .57 .52 .39 .45 .58 .51
Solar Heat Gain CC SHGCc) -46 .45 .45 .49 .51 .50 .48 1 .62 .45 .45 .50 .49 .45 .34 .39 .50 .44
U Value Winter .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93
U Value Summer .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 1 .85 .85 .85 .85 .85
Relative Heat Gain BTU/ 117 116 117 126 130 127 124 155 116 117 128 126 I 117 91 102 129 113
Performance data calculated using L$NL Windows 5.2 and I or Optics&State values are center of glitss only.
Data is supplied as information only.While every effort Is made to provide the most accurate data possible Arch Aluminum is not responsible
for unknown program faults or resulting Information provided.The user is encouraged touse good'Judgment and Where critical,verification
may be prudent No warranties are expressed or implied.
Glass Products conform to ASTM 61036;ASTM C 1048;ASTM C 1172;A$TM 1886;ASTM 1996;ANSI Z 97.1 2004&CPSC 16 CFR 1201
Heat treating is typically required to resist thermal stress.The Inherelnt distortion Is not usually visible In standard architectural swnpkm Full
scale mock ups are recommended.
r
COCONUT GROVE GLASS&MIRROR CORP.
3660 NORTH WEST 41"STEET
MIAMI FLORIDA 33142
TEL:305-634-3420
Fax:305-634-3421
To:Building Official Date:05-01-15
Re:Glass for Railings
9350 NE 12 Ave
Miami Shores F133137
Dear Official,
This letter is to certify that we will be providing and installing clear 9/16"laminated
glass into existing steel railings installed and engineered by others.The composition of
the glass will be as follows:
(Clear 1/4"heat strengthen/.090 PVB clear interlayer/Clear 1/4"heat strengthen)
• •0.0 0000••
Please don't hesitate contact me if you have any questions or need additional informaticxi -060:0 •
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• 0000••
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Sincerely, 0 0000 0 000000 00000
.� 0000•• •• •
00*000
�, • • • • •
•• •• •• • 0000•9
William des-Zuazo President ••
.
• • • •
• • • • 0000••
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National Consulting Engineers, Inc.
Certificate of Authorization # 8755
7255 SW 126th Street
Pinecrest, FL 33156
Phone: (305) 321-7041
Fax: (305) 238-2362
Structural Calculations for
Design of Interior Metal Stair and Railing
At
9350 NE 12th Avenue
Miami Shores, FL.
Project Number NC14-092 •••• ••":'
June 7th ,2415 "" •
. . •
...... .. . ......
.... .... . .
.... .... .....
...... .. . .....
.. .. .. . ......
SHOP DRAWING REVIEW/ ......
® NO EXCEPTIONS TAKEN •• 000•• •
�'�b�fS •
O MAKE CORRECTIONS INDICATED DATE: '
O AMEND AND RESUBMIT By:L--
Review only for conformance with design concept, intent, specified
criteria and general compliance with the contract documents.Review
does not relieve the contractor from the responsibility of confirming
and correlating all quantities & dimensions, details of design,job &
site conditions,constructions means and methods&job coordination.
TC (ENGINEERING, INC.
CONSULTING ENGINEERS
tcstructuralengineering@gmail.com
7805 SW 24 ST.SUITE 106 • MIAMI,FL 33155
CA LIC.No. 30288 • PHONE (305)261-0321
Mohamed W. Fahmy, Ph.D., P.E.
Florida Registration Number 54794T,/'�-I�
Total Number of Pages:14
Not Including This Page and the Table of Content Page
To the best of my knowledge, I performed, reviewed and checked all the structural
calculations including computer generated calculations
NATIONAL CONSULTING ENGINEERS, INC. PROJECT:9350 NE 12th Avenue,Miami Shores
Structural Design And FENT Analysis
Certificate of Authorization#8755
7255 S.W.126th Street SUBJECT:Design of Interior Stair SHEET N':
Pinecrest,FL.33156 1
Phone:(305)321-7041 Fax:(305)238-2362 JOB NO: DATE: DESIGNED BY:
Mohamed W Fahmy,PhD,PE#54794 INC15-092 5/28/2015 Mohamed
Design of Stair Stringer
Loads:
DL(psf) 15.000
LL(psf) 60
OW of Channel (#/ft) 15.000 1�
TL(psf) 60.000
Span L(ft) 10.000
Tributary Width(ft) 1.700
w(#/ft)=Tributary Width*TL 117.000
M (in.K)=w*L*U8*12/1000 17.550
Material ASTM A-500 Grade B p 1- oe
-
Section TS 5"x2x1/4" 1�
Stingers are formed using full penetartion weling using EXX 70 filler
Welding thickness(in) 0.250
Effective thickness(in)=.707*t 0.177
Section considered in the stress is 5'�Q"x •••••.
(in') 7.080 •.• .... ......
S(in ) 2.830 •• • •..�•� •�
f(ksi)=M/S 6.201 Status OK •••••• �� ••••••
......
Check on Deflection ••�• �•�• � •
E(ksi) 29000
.... .... .....
D(in) 0.128214494 Ratio=UD 935.9316 OK ...... .• • ••�•••
. .
Design Of Main Landing Stringer •• .. .. . ....�.
Loads: •••��•
DL(psf) 15.000 : • • ••••�•
LL(psf) 60 R Z.qC R� •• • :....:
OW of Channel (#/ft) 5.000 1 � • • •
• •
TL(psf) 15.000 = W,K i,f Z4 4 Z } 4L�f ••.•
Span L(ft) 7.000
Tributary Width(ft) 1.750 W
w(#/ft)=Tributary Width*TL 146.250
M1 (in.#)=w*L*U2*12 42997.500
Reaction from stringer(#)[R] 585 7
d1 (in) 72
d2(in) 36
Moment(in.#)=R*d1 +2*R*d2+M1 127237.5
Material ASTM A-500 Grade B
Section (2)TS Fx2x1/4"
Stingers are formed using full penetartion weling using EXX 70 filler
Welding thickness(in) 0.250
Effective thickness(in)=.707*t 0.177
Allowable Stress(ksi) 21.000
S(in3) 8.711501926
f(ksi) =M/S 14.606 Status OK
Check Moment by Steel Column:
Column Section HSS 4"x4"x1/4"
Material ASTM A-500 Grade B
Allowable Stress(ksi) 30.82
S(in3) 4.4
f(ksi)=M/S 28.918 Status OK
Structural Design And FEM Analysis PROJECT:9350 NE 12th Avenue,Miami Shores
Certificate of Authorization#8755
7255 S.W.126th Street SUBJECT:Design of Interior Stair SHEET N":
Pinecrest,FL.33156 2
Phone:(305)321-7041 Fax:(305)238-2362 JOB NO: DATE: DESIGNED BY:
Mohamed W Fahmy,PhD,PE#54794 NC15-092 5/28/2015 Mohamed
Design of Connection bewteen Landing Beam and Steel Column:
Maximum Moment(in.#) 127237.50 @=r
V(#) 3363.75 <W Co
Ci (in) 2 C,
Di(in) 10
Filler EXX70
Fallowable(ksi) 21.000
thickness(in) 0.250
t effective(in)=.707*(thickness) 0.177 0 0
.li2=j
co(in)=cl +2*teffective 2.354
do(in)=dl +2*teffective 10.354
I welding (outside)(in4) 217.668
I welding (insdide)(in4) 166.667
I welding (in4) 51.001
S welding(in3)= I welding/(6/2) 9.852
A welding(in2) 4.367
f(ksi)=M/S welding +VIA welding 13.685 Status OK *Goo
Design of Landing Stringer , , ♦•.• ••...•
Section considered in the stress is 5'W"x0.177 '.,� : .... •�
1 (in4) 7.080 •.•.•• '••• i ••••i•
S(in) 2.830
Allowable Stress(ksi) 21.000 ."", •�••�. •
M1 (in.#)=w*L*L/2*12 42997.500 ���•�• �� � ••���
f(ksi)=M/S 15.193 Status OK • • • •
Design of Treads " •
Materials Steel ASTM A-36 •• �'
Section (2) L 3"x3"x1/4" ,300#� :•"i' :s•...
Allowable Stress(ksi) 24.000 � , ,,, 0 •
Thickness(in) 0.250
Height(in) 3
S(in) 0.750
f L r
Span (ft) 3.900 OR
DL(psf) 15 W
LL(psf) 60
Case 1: Uniform LL(100 psf)
M1 (in.#) 1140.750
Case 2: Live of load of 300#
M2(in.#) 1983.15
f(ksi)= Max.(M1, M2)/S 2.644 OK
Design of Connection between Stair Stringer 2nd Floor Concrete Beam:
Reaction (#) 585
Use(4)diameter 5/8"Kwik Bolt 3 from Hilti
By inspection, connection is adequate
Design of Connection between Ton of Steel Column and Concrete Beam
Column Hight to Bottom of Beam (in) 122
Dist. of Applyied Moment from Bottom (in) 70
Shear on Bottom Support(#) 1817.679
Use(4)diameter 5/8" Kwik Bolt 3 from Hilti
By inspection, connection is adequate
NATIONAL CONSULTING ENGINEERS, INC. PROJECT:9350 NE 12th Avenue,Miami Shores
Structural Design And FEM Analysis
Certificate of Authorization#8755
7255 SW 126 Street SUBJECT: Design of Interior Glass Railing SHEET N":
Pinecrest,FL.33156 3
Phone:(305)321-7041 Fax:(305)238-2362 JOB NO: DATE: DESIGNED BY:
e-mail:NationalEngnrs@aol.com INC15-092 16/1/15 !Mohamed
Code: FBC 2010
Design of Top Rail: 20(#f
Material: Steel ASTM A36
Allowable Stress(Ksi) 24
Top Rail L�
Section: Plate 2"x1/2" L
Sx(in3) 0.285714286
Span(in) 52 OR
P(#) 200
M =P*U4(in.#) 2600.00 Case 1 W
W(#/ft) 50 LU
M =W*L*U12/8 (in.#) 1408.33 Case 2
f(ksi)=Mmax/S 9.10 Status OK L
Design of Glass Panel
Material:
Use Laminated Glass with the following characterstics: •4..
All tempered glass shall be polished edges0 • `0.44` •0000
1. Glass layer of clear heat strengthen `•.` : 040.0 ••
Allowable edge stress(psi) 5300 From ASTM E1300,Table X9.1 (SwRlge 11) •' ' .•""
111 (mm) 6.25 000.00 • • •
0000•.
h1 (in) 0.2461 .••. •••. • •
2. Interlaver •••• •••* '•;'•r
V1 (mm) 0.155 •.•r•r •• • •9•00
hv(in) interlayer thickness 0.0620 " " " ` `•4•:•
G(psi) 62.50 •
3. 2nd Glass laver of clear heat strengthen :0000 •.0••.
h2(mm) 6.25 : .`. ` :0000:
h2(in) 0.2461 •• • • •.• • s
E(Glass Yong's modulus of elasticity)(ksi) 10399.00
Calculation of equivalent thickness for stress as from ASTM XII
For Glass panel (glass size is 52"W")
a(in) 40.0000
h,,(in)from equation X11.5 0.3081
h,4, from equation X11.3 0.1540
h,2 from equation X11.4 0.1540
Ix(in4) 0.01168
F from Equation X11.1 0.1161
heffdeeectim(in) 0.3585
h 1,efstress 0.4043
h 1,efstress 0.4043 W
Glas panel is supported between top and bottom rails
Design uniform load (psf) 25
Consider 12"thickness of glass L
S glass(in3)for 12"width 0.33
W(#/ft) 25
Span(in) 38
M=W*L*U12/8 (in.#) 376.04
f(ksi)= Mmax/S 1150.41 Status OK
Reaction to Bottom Rail(#/ft) 39.58
See glass certificate pages 12 thru. 14
NATIONAL CONSULTING ENGINEERS, INC. PROJECT:9350 NE 12th Avenue,Miami Shores
Structural Design And FEM Analysis
Certificate of Authorization#8755
7255 SW 126 Street SUBJECT: Design of Connection between Stringer and Post SHEET N":
Pinecrest,FL.33156 4
Phone:(305)321-7041 Fax:(305)238-2362 JOB NO: DATE: DESIGNED BY:
e-mail:NationalEngnrs@aol.com INC15-092 16/1/15 Mohamed
Design of BottomRail
Material: Steel ASTM A36 W
Section: Plate 2'x1/2"
Sy(in3) 0.285714286 L
Allowable Stress(Ksi) 24 L I_
L(in) 52
w(#/ft) 39.58
M=W*L*U12/8 (in.#) 1114.93
f(ksi)=My/Sy 3.90 Status OK P
Design of Post
Material: Steel ASTM A36
Section: Plate 2'x1/2"
S1 (in3) 0.5
Allowable Stress(Ksi) 24 POST
Maximum Post Spacing (ft) 4.5 z
P(#) =Max(200#,50*Post Spacing) 225 ••99
H (in) 43 • • •00096 11
•.•..
M (in.#)=P*H1 9675.00 •� 0000 •�
f= M/S(ksi) 19.35 Status OK 0
• ••• •• • 000.0•
•
Design of Post to Steel Beam • • • '
0000••
Material: Steel ASTM A36 •••• "•' ' '
Section: Plate 2'x1/2" a•"' •""• ";".
S1 (in3) 0.5 0000•• •• • 0000•
Allowable Stress(Ksi) 24 •of 0
• • •
Maximum Post Spacing(ft) 4.5
•
P(#)=Max(200#,50*Post Spacing) 225 �•••�• ������
H (in) 43 : •�• :0000:
M(in.#)=P*H1 9675.00 of fee
f=M/S(ksi) 19.35 Status OK
Check on Welding
Maximum Moment(in.#) 9675.00 Co
Ci(in) 0.75 C,
Di (in) 2
Filler EXC70
Fallowable(ksi) 21.000
thickness(in) 0.250
t effective(in)=.707*(thickness) 0.177
co(in)=cl+2*teffective 1.104
do(in)=dl +2*teffective 2.354 ,
I welding(outside)(in4) 1.199
I welding(insdide)(in4) 0.500
1 welding(in4) 0.699
S welding(in3)= I welding/(cl/2) 1.266
f(ksi)=M/S welding 7.639 Status OK
NATIONAL CONSULTING ENGINEERS,INC. PROJECT:9350 NE 12th Avenue,Miami Shores
• Structural Design And FEM Analysis
Certificate of Authorization#8755
7255 SW 126 Street SUBJECT: Design of Connection between Stringer and Post SHEET N":
Pinecrest,FL.33156 5
Phone:(305)321-7041 Fax:(305)238-2362 JOB NO: DATE: DESIGNED BY:
e-mail:NationalEngnrs@aol.com NC15-092 16/1/15 Mohamed
Moment(in.#) 9675.00 Y
Base Plate Dimensions:
Material Steel ASTM A-36 1
Allowable Stress(ksi) 25.200 a1 1, a Lal
L.
a1 (in) 1.000
a (in) 4.000 _
b1 (in) 1.000 O c O
b (in) 4.000`
thickness(in) 0.313
S(in3)=L1 *thickness^2/6 0.098 7 - F-1 -0 X
Design of Plate
T/Bolt(#)=M/a/2 1209.375 O O
Check Base Plate
M1-1(in.#)=2*T/bolt*( (L2-c)/2-a1 ) 2418.750 L2
f plate(ksi)=MIA/S 24.768 OK
Desiian of Anchor Bolts:
0
Diameter(in) 3/8"
Type Kwik Bolt 3
Manufacturer Hilti
Minimum Embedment Depth(in) 2 1/2"
Calculations Pages 6 thru. 10 ••••
. . .... ......
...... •• . %
....
600009 0
:4000:
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.... ....
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.. .. ••
.. . . ...
.. .. .. . . ..0
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:4900:
www.hilti.us PROFIS Anchor 2.3.5
Company:
Specifier: Page:
Project:
Address: Sub-Project I Pos.No.:
Phone I Fax: - - Date: 6/8/2015
E-Mail:
Specifier's comments:
1.Input data
Anchor type and diameter. Kwik Bolt 3-CS,3/8
Effective embedment depth: h,,=1.625 in_
Material: Carbon Steel
Proof: design method Hilti ASD from Hiltl Product Technical Guide
Stand-off installation: e,=0.000 in.(no stand-off);t=0.438 in.
Anchor plate: I,x I,x t=6.000 x 6.000 x 0.438 in.(Recommended plate thickness:not calculated)
Profile no profile
Base material: uncracked concrete,5000,f,=5000 psi:h=8.000 in.
Reinforcement: -
Geometry[in.]&Loading[lb,in.Ib]
+
Z
+
+
+
+
• • •••• ••••••
•• • •••• •
••• ••
••• •• • ••••
•
•••• •••• • •
• • • •
•••• •••• •••••
• •
+
• • • • •
•• •• •• • ••••••
•
•••••• •CPO •
• • • •
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• • • 000000
• •
•• •
CO
♦ II
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♦
x
Input data and results must be checked for agreement with the existing conditlons and for plausibW
PROFIS Anchor(c)20032009 HOfl AG,FL-9494 Schaan Hilo Is a registered Trademark of HIM AG,Schaan
t
wrww.hilti.us PROFIS Anchor 2.3.5
Company: Page:
Specifier: Project
Address: Sub-Project I Pos.No.:
Phone I Fax: - - Date: 6/8/2015
E-Mail:
2. Resulting anchor forces
Load case(governing):
Anchor reactions[lb]
Tension force:(+Tension,-Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 1060 62 62 0 y $
2 0 62 62 0
3 1060 62 62 0
4 0 62 62 0 Tension Compre&ion
• � x �
max.concrete compressive strain[%ro]: 0.13
max.concrete compressive stress[psi]:577
resulting tension force in(x/y)=(-2.008/0.000)[Ib]:2120
resulting compression force in(x/y)=(2.591/0.000)[lb]:2120
R �
3. Forces on the highest loaded anchor 3
. . .... ......
Design values[Ib] Utilization[%] ' �' ; .••. •
Proof Load Capacity P. V �/P 0••••• Smus i ••••i•
Tension load 1060 1093 97/- 4 o 4 •OK• i i
Shear load without lever arm 62 1082 -/6
0000 pKi• 0000•
00.40• Defeo* 0000•
4.Combined tension and shear loads •
. . . . ......
Pr, Pv a Utilization p [°k] • 'Poo
•• status
tJ,V ' '
• 0000••
0.970 0.058 1.667 96
• K• •
P..+P,-1 •• •
5. Details
fap fav fare fav USe nejj rewire:
1.000 1.000 1.000 0.939 yes
all N,[Ib] all V.[lb] all Ns all VS all M[n.-Ib] N_[lb] V_[lb]
1093 1152 - - 273.824 1093 1082
6.Warnings
•Refer to the manufacturer's product literature for cleaning and installation instructions.
•To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor.Load redistributions on the anchors due to elastic
deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when
subjected to the loading!
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)20032009 HOtiAG,FL-9494 Schaan HIM Is a registered Trademark of HUI AG.Schaan
www.hilti.us PROMS Anchor 2.3.5
Company: Page:
Specifier: Project:
Address: Sub-Project I Pos.No.:
Phone I Fax: - - Date: 6/8/2015
E-Mail:
Fastening meets the design criteria!
fees
. . .... ......
...... .. . ......
•ff• 0900
90000
.. .. .. . ......
000000
. . •
• • • •
00 0
Input data and results must be checked for agreement with the existing conditions and for plausO tp!
PROFIS Anchor(c)2003-2009 HIM AG,FL-9494 Schaan HIM Is a registered Trademark of HO AG,Schaan
www.hilti.us PROFIS Anchor 2.3.5
Company: Page:
Specifier. Project
Address: Sub-Project I Pos.No.:
Phone I Fax: - - Date: 6/8/2015
E-Mail:
7.Installation data
Anchor plate,steel:- Anchor type and diameter:Kwik Bolt 3-CS,3/8
Profile:no profile Installation torque:240.000 in.-lb
Hole diameter in the fixture:d,=0.438 in. Hole diameter in the base material:0.375 in.
Plate thickness(input):0.438 in. Hole depth in the base material:1.625 in.
Recommended plate thickness:not calculated Minimum thickness of the base material:3.000 in.
y
O
3 4
0
t+i
x
•••.
•
• • •
••.••• •• • sees•
1 2 g • • • • •
os
•- . . •
1.0000 1.0000 0 ••s s•• • •
3.0000 3,0000 e• • • :0: e •
00 0
Coordinates Anchor[in.]
Anchor x y C, cn c,Y c,Y
1 -2.000 -2.000 4.000 7.500 8.000 12.000
2 2.000 -2.000 8.000 3.500 8.000 12.000
3 -2.000 2.000 4.000 7.500 12.000 8.000
4 2.000 2.000 8.000 3.500 12.000 8.000
Input data and results must be checked for agreement with the existing conrWans and for piausibftl
PROMS Anchor(c)2003-2009 Hfftl AG,FL-9494 Schwan Hird is a registered Trademark of Hifti AG,Schaan
www.hilti.us PROFIS Anchor 2.3.5
Company: Page: to
Specifier: Project:
Address: Sub-Project I Pos.No.:
Phone I Fax: - - Bate: 6/8/2015
E-Mail:
8. Remarks;Your Cooperation Duties
•Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and
security regulations in accordance with Hilti s technical directions and operating,mounting and assembly instructions,etc.,that must be strictly
complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the
relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,
you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with
applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits
without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application.
•You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the
regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use
the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case
by carrying out manual updates via the HIM Website. Hilt will not be liable for consequences,such as the recovery of lost or damaged data or
programs,arising from a culpable breach of duty by you.
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Input data and results must be checked for agreementwith the existing conditions and for plausltrIlityl
PROFIS Anchor(c)2W3-2009 H6ti AG,FL-9494 Schaan Hilo Is a registered Trademark of HIM AG,Schaan
1' El 300—09a
X9. APPROXIMATE MAXE%IUM EDGE STRESS FOR GLASS
X9.1 The purpose of 4 1, ':�? is to provide a conser- X9.2 This maximum allowable edge stress can be used for
vative estimate for the maximum allowable edge stress(allow- the design of glass shapes and support conditions where edge
able)for glass lites associated with a maximum probability of stress is significant.This includes applications where the glass
breakage(Pb)less than or equal to 0.008 for a 3-s load duration is not supported on one or more edges. A conservative
allowable edge stress value for a 3-s duration can be found in
TABLE X9.1 Allowable Edge Stress
Clean Cut Seamed Polished X9.3 The maximum edge stress in the glass lite should be
Edges, Edges. Edges,
APa(psi) We(psi) MPa(psi) calculated using rigorous engineering analysiS, which takes
Annealed 16.6(2400) 16.3(2650) 20.0(2900) into account large deflections, when required. This maximum
--�*' Heat-strengthened NJA^ 36.5(5300)`"= 36.5(5300} calculated stress must be less than the maximum allowable
` Tempered N/A 73.0(10 600}° 73.0(10 600)' stress.
A N/A-Not Applicable.
710. METHOD FOR ESTABLISHING EQUIVALENCY OF NON-POLYVINYL BUTYRAL(PVB) POLYMER INTERLAYERS
X10.1 The purpose of .'.;;( . n,ii;: is to provide a MPA(218 psi), at 50°C (122°F)under an equivalent 3-s load.
criterion for specifying when the non-factored LR charts for The Young's modulus value should be determined following
PVB LG may be used for LG made with plastic interlayers Practice E,-()",_. The forced constant amplitude, fixed fre-
other than PVB. quency tension oscillation test specified in Table 1 of Practice
_; should be used and the storage Young's modulus
X10.2 The NFL charts for PVB LG have been derived from measured at 50°C (122°F) under a 0.3 Hz sinusoidal loading
a stress analysis that incorporates a viscoelastic model for the condition.
plastic interlayer ( ). The viscoelastic model accurately de- X10.3.1 If the shear modulus of the non-PVB polymer
scribes the evolution of polymer shear modulus at 50°C interlayer is greater than or equal to 0.4 MPa (the shear
(122°F)under load duration of 3 s.The PVB interlayer can be 220
modulus of PVB at 50'C (l�� F)), then the non-PVB inter-
characterized with an effective Young's modulus of 1.5 MPA layer is considered equivalent to PVB and the NFL charts for
(218 psi) for these conditions. This Young's modulus value is PVB laminates can be used to determine the LR of the
a lower bound of the known values for the commercially non-PVB interlayer glass laminate. .""•
available PVB interlayers at 50°C (122°F) after 3-s load . 0000 ••••••
duration. X10.4 This specification cae ottlly be app4a&:0interlayer •
that are monolithic,or become nvxmholvic with processing AV
X10.3 For LG made with non-PVB plastic interlayers, the have a thickness greater than 0.3vAn, 0.015 in.)*Interlay&k...;
non-factored LR charts for PVB LG may be used if the plastic comprised of differing polymer.•irt%ultiple•if}LtS are rfot
interlayer has a Young's modulus greater than or equal to 1.5 covered in this procedure. 0000 0000 ••0••.
00.00. 000000 0000.
00 00 00 0
X11. METHOD FOR DETERMINING EFFECTIVE THICKNESS OF LAMINATED GLASS FCOf WALYSISOF LOAD ••�•�
RESISTANCE .•.....
• .
• .. . •• 0000.•
X1 1.1 The purpose of .11 pp:;r l l 1 is to provide engi- method that allows the user to perfoim engineeW* *ae*lysis of
neering formula for calculating the effective thickness of laminated glass for cases not covered by the non-factored load
laminated glass. Two different effective laminate thickness charts.
values are determined for a specific case: (1) an effective X11.2 The shear transfer coefficient,IF,which is a measure
thickness, h,,.,,,, for use in calculations of laminate deflection,
and (2) an effective laminate thickness, h/eQ for use is of the transfer of shear stresses across the interlayer, is given
calculations of laminate glass stress. These effective thickness by:
values can be used with standard engineering formulae or finite 1
T
+
element methods for calculating both deflection and glass — Elft,
stress of laminates subjected to load. The method applies to 1 9.6 Gh,'-.a'
2-ply laminates fabricated from both equal and unequal thick-
ness
with:glass plies. The intent of " ?i :. ':'. is to provide a is=h,hr,+h,hs, (x11.2)
Copyright by ASTM Infl(atl rights reserved):Sun Apr 17 03:22W7 EDT 2011 59
Downloaded/printed by
Mohamed Fahmy(National+Consulting+Engineers)pursuant to License Agreement No fwrther reproductions authorized.
ruo
ATB 105
Fabricated Glass Certificati®n
Flat glass products provided by Trulite Glass and Aluminum Solutions,LLC conform toASTM C 1036 Standard Specification
fin'Flat Gkiss. Transparent 11.1t glass products, Type 1, Class I and 2 are provided at quality level Q3. Type 11, Class I and 2
prov)dcd at '111,11if,I: Q5 with form, finish, mesh and pattern as specified. Glass dimensional tolerances will fall within
11111ninal guideline's listed in table 2 Additional industry guidelines or governmental regulations apply to specific products listed
d
herein and 'applicable permanently marked on individual components indicating compliance.
I I
Coated Glass,Pyrolitic CVD and Vacuum MSVD
Fabricated glass products with thin film coatings designed to alter solar or emissive properties conform to ASTM C 1376
Standard Specificationfor Pyrolitic and Vacuum Coated Glass Products.
Heat Treated Glass
All heat-treated glass products conform to ASTVI C 1048 Standard Speciflicationfor Heat Treated Flat Glass,Kind HS,Kind FT
Coated and Uncoated.
0 Kind HS or heat-strengthened glass is produced with surface compression of 3500 -7500 psi. Heat Strengthened
glass is NOT a safety glazing product
0 Opaque Spandrel Coatings', Ceramic Frit, Condition B, ASTM C 1048; Opaci-Coat® 300 silicon elastomer,
Condition C,ASTAf C 1048 and GTA Engineering Stwidards 89--4—6.
0 Fully Tempered glass with logo'complies with ANSI Z97.12004 and CPSC16 CFR 1201 as safety glazing material,
Insulating Glass
All insulated glass products conform to ASTU E 2188 and ASTM E 2190 as required by participation in the Insulated Glass
Certification Council,(IGCC)2005.These standards replaced the ASTM E 773—774 CBA tiered system in 2005 as the Council
moved to the Harmonized Insulated Glass Standards for North America (RIGS). Each IGU is permanently marked with date,
JGCC registration,and compliance to standard as well as the producing Arch Aluminum location.
Laminated Glass'
All laminated glass products conform to ASTMC 1172 Standard Specification for Laminated Flat Glass.Standard laminates with
minimum 0,030"PVB interlayer comply with ANSI Z 97.12004 and 16 CFR 1201 Il as safety glazing material.Ballistiol tiAt.•
0 0
resistance and Hurricane glass are specialty-laminated products independently certified or tested to 4mist,%ecific thrAtso
Separate certification will be provided when ordering any of these products. &a * 0
066:60
Mirror 0
Base glass used for production conforms to ASTM C 1036 Standard Specification Rat Glass, 0*
, Typel,�Vwo�and 2, CVo we
better.All mirror products conform io,4STjW C ."',• 0 0000 0
Wire Glass
VT Polished Diamond and Georgian wire glass is rated fire resistant material. Under 114-riters Laborniop);Ac. Me R-6128.WeIrco
glass is restricted to non-hazardous applications requiring labeled fire rating as sized and tested from 20:819DItlinutes. Wire •
glass is not suitable for all applications or locations and its use is restricted in schools,athletic and day card'facilities wherl AG:.
2003 or NFPA 5000 is enforced. The design professional is responsible for determining the appropriate u:e of* ed or Safety
glazing products. Consult applicable building codes prior to specifying. Wire glass does not meet impact reqtvirerrtnts orQ?S(:
16 CFR 1201
Note:
Woul-vision -lass. votifed side talsidlable as61 lished surface. Large variation in coating density will be seen in
tranxillission 1-follicuatedside. View far acceptance per standard.
'IBC'2003 reiltdres feinperedh,gr)if.,be visible and legible post installation.
'PA-1finnal Etevellor Code -1,1;,VEA 171 requir,,s ALI,glass used in cab OR hoist way have logo showing compliance to
AAWI 7 97 1 visib/C ctjj,Ikqih1epu.Yt histallaliom
BD-' Frtit vv,-.iy Drive Sultc= 200 j Fjo�,:�rfi�dd Rp:�c.i). F 334-41
F e1. 800-- ,.3-2-313 2" 'Fx �5 41--.�24-92!_13
. . •.• • . . .•.
.. .• . . • •• .. •
. . • . • . . . . •
T ® ,• • • ���«,x ;�;a ,..;,� ^ .;,
te
I
SOLAR AND OPTICAL.PROPERTIES ••• i i ••• i•e �_" �,i1 � � `' ,
9116"Energy Adv.Low E#a over Tint Laminatpd• • • •• 5
1/4"Energy Adv.Low E#2+.090 Clear PVB+1/,'Tint• • • • • ' u t , ti
�,; � ���•.: i sup � ,
IMPACT GLAZING
QG C� Q~ �}
i�°t �.`°2Q •.Qe Q�J° "I tit
Performance Category
Visible Light Transmitted 56% 560/6 46% 47% 62% 44% 38% 74% 56% 55% 63% 62% 55% 7% 19% 63% 36%
Exterior Visible Reflectance 9% 9% 8% 8% 10% 7% 10% 13% 9% 9% 10% 10% 9% 4% 5% 10% 6%
Interior Visible Reflectance 10% 10% 10% 10% 11% 10% 7% 11% 10% 10% 11% 11% 10% 9% 9% 11% 9%
Solar Transmitted 24% 23% 23% 30% 33% 31% 28% 51% 23% 24% 32% 30% 23% 4% 12% 32% 210/9
Solar Reflected 10% 10% 10% 10% 10% 10% 10% 11% 10% `10% 10% 10% ' 10% 9% 10% 10% 10%
Shading Coefficient(SCc) 53 .52 .53 .57 .59 .58 .56 .72 .52 .53 .58 .57 .52 .39 .45 .58 51
Solar Heat Gain CC(SHGCC) .46 .45 ---45-T-49- .51 .50 .48 .62 .45 .45 .50 .49 .45 .34 .39 .50 .44
U Value Winter 93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93 .93
U Value Summer 85 .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 .85 1 .85
Relative Heat Gain(6TUlH/FT) 117 116 117 126 130 127 124.-J-155 116 117 128 126 117 91 102 129 113
Performance data calculated using LSML windows 5.2 and 1 or Optics S.State values are center of glass only.
Data is supplied as information only.while every effort is made to provide the most accurate data possible Arch Aluminum is not responsible
for unknown program faults or resulting Information provided.The user is encouraged touse good judgment and where critical,verification
may be prudent No warranties are expressed or implied.
Glass Products conform to ASTM C 1036;ASTM C 1048;ASTIR!C 1172;ASTM 1886;ASTM 1996;ANSI Z 97.1 2004&CPSC 16 CFR 1201
Heat treating is typically required to resist thermal stress.The inherent distortion is not usually visible in standard architectural samples.Full
scale mock ups are recommended.
COCONUT GROVE GLASS&MIRROR CORP.
3660 NORTH WEST V4 STEET
MIAMI FLORIDA 33142
TEL:305-634-3420
Fax:305-634-3421
To:Building Official Date:05-01-15
Re:Glass for Railings
9350 NE 12 Ave
Miami Shores F133137
Dear Official,
This letter is to certify that we will be providing and installing clear 9/16"laminated
glass into existing steel railings installed and engineered by others.The composition of
the glass will be as follows:
(Clear 1/4"heat strengthen/.090 PVB clear interlayer/Clear 1/4"heat strengthen)
Please don't hesitate contact me if you have any questions or need additional information.
Sincerely,
William Valdes-Zuazo President
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THE PERMIT�i�'! 11`>l tEtlE � fl �iR TiFIPG3i .i AQCEa1l (b 1 "QSt7E:TlQYA11�1�1� �a. 1E1Ttl~t
E.131JILD1htC ?F" iQtl :In ?R TIME CIT1'.� L Bt L'Asix pQ�v-w7- t , AiL f :�tE11�OVAl. Q1� ,,', ', A i 11 ,#�I�IAL
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R. Andrew de Pass & William Jurberg
9350 NE 121h Avenue Miami Shores, FL, 33138
July 14, 2015
We are the joint owners of the property with the address 9350
NE 12th Avenue, Miami Shores, FL, 33138. This letter
acknowledges that we have placed our boundary fence behind
the cabanas to the north property corner WITHIN our property
line and not as shown on the original permitted building plans
for our house and cabana renovation.
If you have any questions, please contact R. Andrew de Pass at
305 502 6289.
Sincerely,
.,O�xg /
R. Andrew de Pass L Jurberg
Miami Shores Village
g
�p 00 Building Department a � n
10050 N.E.2nd Avenue Miami Shores Florida 33138
Tel: (305)795.2204 Fax:(305)756.8972 _ -�-- -
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
Permit T
YP f6�
JOB ADDRESS: /270 AV£Nu E- �tO
City: Miami Shores County: Miami Dade Zip: 3.3134
Folio/Parcel#:
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): W/ 11/A/4 `,/pA9" Phone#:
Address:
City: 9�c3b // 9 /2W_ AVE State: CXL;A 0 Zip:
Tenant/LesseeName: ��/l/9/�'� J04-4 hone#:
Email:
CONTRACTOR: Company Name: /AMAn r lCe,- ,r, &r-e-� Phone#: .�,9�-q&-5-6'G
Address: �-O /Y{/E (l
City: 4 State: zip: 33/b.?
Qualifier Name: Phone#: C)S7-r1 T4-9941TO
State Certification or Registration#: 0265 Certificate of Competency#:
Contact Phone#: o3W 9810 - d7 6_0 —EmailAddress: Z,Ala4"z&0 5 ,C om
DESIGNER:Architect/Engineer: Aumk&e7z N-4dmweZ Phone#: c 8!v-GYo50
Value of Work for this Permit:$ 2,0040.00 Square/Linear Footage of Work: 340
Type of Work: ❑Address l ❑Alteration XNew ❑Repair/Replace ❑Demolition
Description of Work: �7 0 . d�' is F # C�� 7►-� �
Submittal Fee$ \ D 03 Permit Fee$ 3 40 •CQ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$ I .
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 ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIO A- 3
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 d and a reinspection fee will be charged.
Signature Signature 41Uf» — �,
Owner Agent Contractor.
The foreg ' g. trument as acknowledged before me thi The foregoing instrument was acknowledged before me this
day of ,20�. ,by 1 U1)'-M.J l4�k day of d 61 ,20!_Y,by 6
who 's personal to me or who has produced who is ersonally o to 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:
�° ;% JACQUELNVE M.RODfiiGUu.
Sign: o"" M RTI J Si * �, WCOMMISSION IEE839752
Print ?°• •`�S Notary Public-State of Florida m, @ ,
Prmt: ° OF
Commission
t y8enAc�
Commission#EE 173ry My Commission Expires:
My Commission Expires: onded Thr National Notary Assn.
APPROVED BY IL Plans Examiner � � 1
�� � Zoning
Structural Review Clerk
(Revised 3/12/2012XRevised 07/10/07)(Revised 06/102009)(Revised 3/15/09)
R36,2.
323115t.
L �,
t
t �
r
.; CTQB
a Construction Trades Ql.ralifyirm Board
SUSIvESS CERTIFICATE OF COMPETENCY
02BS00804
Fi(nli'a"diPGEMENT/CERO S FENCE CORP
D.B.A._
RODRIGUEZ HUMBERTO
S certified under the proviSlons of Chapter 10 of Ntiami-Dade County
VALID. FOR CONTRAC . 12016
005591
Local Business Tax Receipt
Miami—Dade County, State of Florida
-THIS IS NOTA BILL - DO NOT PAY FLB
5062997 �/ �+
BUSINESS AtAME1LOCATiON
RECEIPT NO- EXPIRES
HMA MNGMT CORP CEROS FENCE CORP RENEWAL SEPTEMBER 3®, 2®15
12890 NW 7 AVE 5288097 Must be displayed at place of business
Pursuant to County Code
MIAMI FL 33168 Chapter SA-Art.9&10
SEC.TYPE OF BUSINESS PAYMENT RECEIVED
OWNER 196 SPECIALTY BUILDING CONTRACT OR BY TAX COLLECTOR
HMA MNGMT CORP CER05 FENCE 028500804 $45.00 07/28/2014
CORP CHECK21-14--037443
Worker(s) 2
This Local Business Tax Receipt only confirms payment of the Local Business Tax,The Receipt is not a license,
permiC or a certification of the holder's qualifications,to do business.Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ba-276,
For more information,visit www.mianmidade.00vttaxcolt r
Municipal Contractor's Tax Receipt
Miami—Dade County, State of Florida
—THIS IS NOT A BILL—DO NOT PAY M C
CC NO: 02BS00804
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
HMA MNGMT CORP CEROS FENCE CORP SEPTEMBER 30, 2015
7950 NW 53 ST 337 7459012
MIAMI,FL 33166 Pursuant to County Code
Seo 10-24
OWNER TYPE OF BUSINESS PAYMENT RECEIVED
HMA MNGMT CORP CEROS FENCE SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR
CORP 37.50 12/02/2014
C/O HUMBERTO RODRIGUEZ 0221-15-001760
Restricted to City of Miami Shores
rtl®D For more information,visit www miemidade aov/tmollector
CERTIFICATE OF LIABILITY INSURANCEDAMS
11/4/2014
TRW CMIMATE IS WgM AS A MATFIZ:R OF WFOliNKnON.ONLY AND COMM*NO RlCaittT:S UFOs THE CERTWMTE't40L0M TM
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Miami FL 331CL6
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