EL-17-2226BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECEIVED
SEP 0 6 1017
FBC 20 )4
Master Permit No. 12 X11-- V1SS
Sub Permit No. E L ri--H222C=D
0BUILDING OM ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
1
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
'` CONTRACTOR DRAWINGS
+
*JOB ADDRESS:
`DC7 0 N 6 71 'Ccs • 1
City: Miami Shores • County: , Miami Dade Zip: � 1S $
Folio/Parcel#: Is the Building Historically Designated: Yes NO ✓
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
QQA
OWNER: Name (Fee Simple Titleholder): &kV C.4-0 f7' 2_. L Phone#: 7 /3 4i:/
Z. n? u
Address: 11 5 l7 N L` e SWo-Li1 G%- y4 f ( 1.2... -el. 1
City: 1/t ( At✓L l State: c -L- Zip: 3 1 se-
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name: ' � �-1 I C- Phone#: . 6-V 1573 9�
City: State: • Zip:3 3 b
Phone#:
Address:
•,`
Qualifier Name: Lq_ki S P144 rA-
State Certification or Registration #: Ec)3 U ' /_ el- Certificate of Competency #:
DESIGNER: Architect/Engineer: 60 6z5L Cofie_ a ru Phone#: 10 5 4-0/ Z/ 6(
I
Address: City: State: Zip:
[Value of Work for this Permit: $ 4 5 0 • V U Square/Linear Footage of Work: ,
Type of Work: ❑ Addition I- Alteration ❑ New
'Description of Work: 1.4-14, av4 Z (.-
Phone#:
❑ Repair/Reel ❑ Demolition
S W(C'C� FVlL 1.! �, • L;�. t y;��ryQ ��
•
c•
G...A
•
•
Specify color of. color thru tile: _7- "_ .
Submittal Fee $ Permit Fee $ /5 1 1947CCF $ •f,._ , CO/CC $c•.
Scanning Fee .$ . - Radon Fee $ DBPR $Notary $
Technology Fee $ Training/Education Fee $
;Structural Reviews $
(Revised02/24/2014)
Double Fee $
Bond $
TOTAL FEE NOW DUE $
\ OS • LQ/C1
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
-a
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." '�
,
•
:�
r^ t
t,.
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 faiththat a copy of the notice of commer cement'and construction lien law brochure will be delivered to the yerson
whose property -is subject to attachment. Also, a certified opy�of the recorded notice of commencement must be poste.
d 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 hot'be approved and a reins'pectidn'fee tit -MI -be charged.
Signature
Ifi0 R o AGENT
The foregoing instrument was acknowledged before me this
S/X day of
,6/1,0?'7✓1 VZ , 20 r'7 , by
lb (Vow h(CL,Ps , who
iiss,personally known to
me or who has produced Flog -I Zcays-6- as
identification and who did take an oath. F-1- ��
P#/2-' 207-77_ 7_a
NOTARY PUBLIC:
Sign:
Print:
Seal:}: �y�,.�/�G•• '*• _
iiia
********************4447;0� ********
APPROVED BY
Signature
•
CONTRACTOR
The foregoing instrument was acknowledged before me this
3 day of /-e- 20
z- L4r� SP-41�'4"'�
0
is personally know
by
-?,
me or who has produced as
identification and who did take an oath.
i
NOTARY PUBLIC:
Sign: T
Print: Ativc-Ax-
Seal:
******************
Plans Examiner
,,4Aw P' ROBERT- BE ALDWELL
p Notary Public State of Florida
w: Commission
r , #FF 231075
May 17, 2019
IA1
i►�
********
Zoning
r Structural Review Clerk
(Revised02/24/2014)
Date: 11_ '-.
State of
County of /id -10 0714-0--d)
LEWDI ELECTRIC INC
2585 SE 6th STREET
POMPANO BEACH, FL 33062
(954)682-9809
a
Before me this day personally appeared Z- - '/�-� "¢``� who being duly
sworn, deposes and says:
That he or she will be the only person working on the project located at:
Sworn� /
to (or affirmed) and subscribed before me this V day of '4�4 •^-134/L ,
/
20 / ? , by L' G✓ SPs-S A r✓b c
61.OZ'L1 f'W
se4x3 uoi- .Jo C f,Y+i :r°• • • •7 .:
9LOl ''
epiJOId o•i:!.,, ,.'..r Ai
l l 3 M a l d J 1 6 3 8v n yo::
;,:, •,:,;4,; ROBERT CALDWELL
•' ,a,• Notary Public State of Florida
"'' = Commission #FF 231075
My Commission Expires
May 17, 2019
Personally known
OR Produced Identification
Type of Identification Produced
Print, Type or Stamp Name of Notary
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
AIM
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked.by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
State of Florida
County of Miami -Dade 2 /�
The foregoing was acknowledge before me this 23 day of 0 L4-- , 20
By m(n d E iCreit f ,11 I 1 ho is personally known to me or has produced
1tLun SL
as identification.
MAHARAI K. GONZAI.F2
MY COMMISSION # GG 044802
EXPIRES: November 2, 2020
Bonded TAru Notary Pu6Ac Undenvdters
� a^
/MIAMI SHORES VILLAGE
GVIt01NO INOMOfION 011,11.414111.41.( u'(a' /APPLICATION FOR BUILDING PERMIT
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FR 13 Iii k3...
hcrk g LINer50
f
TT
1iIS MCENSE MUST BE DISS AFD IN .! MrISPICVOOS 51M2
Katt. MA T.,. TO .[O, OTOOT ...T. TSTATLOWOO O -n,
or ;kverursi
Village;(:. )License
THIS LICENSE EXPIRES ........ .1._= S 5 4 la__.._ N? 67
In consideration of the sum of
Paid to Komi Shores Village, Dude County, State 51 Florida.
n
..... ((_ L.1.3ft.�t:... ! .. j, n t A�h�_/l ll f -
le frothily licensed to engatle In or operate the boelnese of
=� yi..., J,1. }t. f .MIAMI SHORES VILLAGE. FLORIDA
.. :d .. �., v �. ��:..:......
Ddml..nea._.....a•.as:_::j.__... By _..' l,(jaLt:
--
1110330111101101 TNANSIT3AW C Wrrilo T THE 'WHOM. OP THE 013000 MANAC0A
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MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BO AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NO ;ICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
Nu- /ue Industries, Inc.
1055 East 29 Street
Hialeah, Florida 33013
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida t�ijciitlg
••
Code, including the High Velocity Hurricane Zone. _ _ - 1 • :
DESCRIPTION: Series NVTA, NVTAS; NV'BH, NVUH, NVRT and NVTH Steal.Wood Connectors 7
APPROVAL DOCUMENT: Drawing No. NU -2, titled "NVTA and NVTAS, NVBF?24 and NVUH 26, •
NVRT and NVTH", sheets I through 4 of 4, dated 04/15/2015, prepared by Nu-Vue1 Itistries, l e.igned
and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control'renewal step wi h the •
Notice of Acceptance (NO 1) number and expiration date by the Miami -Dade Cour tytrptiuct Conttt
•
•
.
•
•
•
•
Section.
•
MISSILE IMPACT RATING: None • • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name:or logo, city;itLIte,,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless othb$ise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
1 by the expiration date inay be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 12-0130.33 and consists of this page 1 and evidence pages El and E2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No: 15-0507.01
Expiration Date: July 30, 2020
Approval Date: July 30, 2015
•
MIAMFDADE COUNTY
APPROVED
Page 1
1
• Nu-Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH 26, NVRT and
NVTH", sheets 1 through 4 of 4, dated 04/15/2015, prepared by Nu-Vue Industries,
Inc., signed and sealed by Vipin N.-Tolat, P.E.
B. TEST "Submitted under NOA No. 05-0701.04"
Test reports on wood connectors per ASTM
and sealed by C. R. Caudel, P.E. and S. E. B
Report No. Wood Connector
1.�
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
PT 02-4073
PT 02-4075
PT 02-4074
PT 02-3938
PT 03-4177
PT 03-4202
PT 03-4271
PT 03-4270
PT 02-4095
PT 02-4096
31-22456.0002
PT 04-4698
PT 04-503.6
NVTA
NVTA
NVTA
NVTA
NVRT36
NVRT36-T
NVRT36-T
NVRT24-T
NVUH26
NVBH24
NVTA & NVTAS
NVTH24
NVTH24
D1761 by Product Testing, Inc., signed
lack, P.E.
Direction Date
Upward 11/06/02
Upward 11/07/02
Upward 11/06/02
Upward • '0'810 6/02
Upward • •• • • 112703/03Upward •' °M.114/03
Upward 03t /03
Upward Q�/2�7/03
Up & Downward •••••• •pjh1M03
Up &Downward .12/03!02
Lateral 0770 02
Upward Parallel/Psrd+cular 04115/04
Upward Load : • : :1i/J9104
C. CALCULATIONS "Submitted under NOA No. 04-1202.01"
Report of Design Capacities prepared by Vipin N. Tolat, P.E.
Product Model No. of Pates Date
1. NVBM24 7 through 8 05/05/03
2. NVRT 9 through 14 05/05/03
3. NVTA & NVTAS 1 through 6 05/05/03
4. NVTA & NVTAS I through 14 02/06/03
5. NVRT 15 through 15 07/07/03
E-1
• .
• . .
•. .
.
... .
..
.•
Signature
V. N. Tolat, P.E
V.N. Tolat, P.E.
V. N. Tolat, P.E.
V. N. Tolat, P.E.
V. N. Tolat, P.E.
•
.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No: 15-0507.01
Expiration Date: July 30, 2020
Approval Date: July 30, 2015
•
•
Nu-Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 and 5th (2014) edition of the FBC,
issued by Vipin N. Tolat, P.E., dated 04/29/2015, signed and sealed by Vipin N. Tolat,
P.E.
"Submitted under NOA No. 04-1202.01"•••• • • • • .
2. No Financial Interest and code compliance letter issued by Vigin 11 rolat, P ; on
..
•.•
03/26/2003 signed and sealed by Vipin N. Tolat, P.E.
.
.. • .
•
...•
. •
..•
..
• ..
• .
• .
•
.
.•
.
Ati
01 1V/g
Car os M. Utrera, P.E.
E-2
..•.
••• •
•.
.
... .
Product Control Examiner
NOA No: 15-0507.01
Expiration Date: July 30, 2020
Approval Date: July 30, 2015
1
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.
•
•
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•• . . 1
- • • ._ - • • "4
• • • • •
• • • •
•••
a IV V IM u11U r ivtteu IrUaS nfltfl Vl .l WWI JCU. IV V 1 Ph.>
_ Gouge
seat
Gouge.
strop
212
20
14
214
20
14
216
20
14
218
20
14
220
20
14
222
20
14
224
20
14
226
20
14
232
20
14
244
20
14
No. of _ _
Fosteners
each strop
10d
Moximum Allowable Lood (lbs)
Uplift
Single
Strop
Uplift
Double
Strops
L1 Single
& Double
Strops ,
L2 Single
& Double
Strops
5
757
1514
250
500
6
805
1610
250
500
7
854
1708
250
500
8
902
•1804
250
500
9
951
•1902
250
500
10
999
•1998
250
500
11.
1048
'2096
250
500
12
1096
`2192
250
500
13
1145
•2290
250
500
14
1193
•2290
250
500
*Note: For 8 or more nails per strop, use
double truss for double strops.
M A653, SS grode 33, min. yield 33 ksi, min.
tin. galvanized cooling of G 60 per ASTM A653.
ers ore based on NOS 2005/2012.
le, specific gravity 0.55. Design loads for other
NOS 2005/2012.
been odjusted for Iood durolion factor CD of 1.6.
teen odjusted for CD values of 1.0, per table 2.3.2
ods do not include 33% increose for steel and
ill be min. of 2500 psi. Concrete Masonry, Grout
my sholl be min. of 1500 psi. Concrete masonry
1 and L2 sholl s.otisfy the following equation.
iLb+ Alfowohls 12 <=1.0
on 1)" thick wood members unless otherwise
2010 and 2014.
•
•
•••
•
•
••
•
•
1 [USS
HrIGllui,
IV V 1P%
uflu
r.1VCI.Gu
• 1 Una I1{.vlvl o vntu
H •
Length
(in)
Product
Code -- -
Gouge
--seat -
Gauge •
strop
16
NVTA-16
NVTAS 212
20
14
18
NVTA-18
NVTAS 214
20
14
20
NVTA-20
NVTAS 216
20
14
22
NVTA-22
NVTAS 218
20
14
24
NVTA-24
NVTAS 220
20
14
26
NVTA-26
NVTAS 222
20
14
28
NVTA-28
NVTAS 224
20
14
30
NVTA-30
NVTAS 226
20
14
36
NVTA-36
NVTAS 232
20
14
48
NVTA-48
NVTAS 244
20
14
Perpendiculor
to wolf
l$,
Reinforcements23.
u
L2
No. of
Fosteners-
each strop
10d x 1.5"
Maxim
JG
um
U
Dc
SI
-Uplift—
Single Uplift—Single
Strop
5
1032
6
1127
7
1136
8
1144
9
1153
10
1161
11
1170
12
1178
•
13
1187
•
*Note: For 8 or mor
double truss for doubt
PRODUCT RENEWED
es axa!Cring w1tti deBuilding Code ,
Iftorids
Iso 01"
f 1 _
Product Comm,
3.,
Parallel Li
to wall
•••
• • •
• • •
• •••
• • • •
• •-• • •
• •
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
• 1
•• • •
• • •
• • •
• • • •
• •• ••
.14 • • •
•
•
v— Concrete Tie Beom.
or Tie Beom formed
with concrete filled
mosonry
1'
Nu-Vue
NVTA AND NV'
NVBH 24 BUTTERFLY HANGER
PRODUCT
CODE
IA
n
FASTENER
SCHEDULE
ALLOWABLE
LOADS (lbs.)
HEADER
8d
co v
o co
DOWNWARD
GRAVITY LOADS
NVBH24
18
12
6
1113
specified fasteners in schedule to achieve values
ire based on 13" header and Joist thickness.
era! Notes, Sheet 1.
SYMM.® Mid Span
DOWNWARD LOAD
:•• • • • .. ••
•
• • .
• . •
•
•• ••• •• • • • ••
• ••. . . • •
.__ •• • • •
• • • • • • • •
• • • • • • • • • •
• •• • • • • • •
••• • ••• • ••• •
PRODUCT q WFb • • • • • • • •
• 00i1yif411ec Flake: • . • • :
Thdt M pCo • • • • • • • • • •
zo
N
PRODUCT
CODE
GAUGE
FASTENER
SCHEDULE
. (n
-ALLOWABLE LOADS -4s.)
o
.-
�- --
-2 $
- DOWNWARD
GRAVITY LOADS
WIND RJPLIFT
LOAD
3
2x6
NWH26
14
20
10
2233
cn
S
1-13
wawa
Notes:
3
m
v
1. Use all specified fasteners In schedule to achieve vies
Indicated.
2. Values are based on 3" header thickness and 13" Jotet thickness.
3. See General Notes, Sheet 1.
11
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15129 LANTERN CREEK LANE
HOUSTON; TX 77068
tiS
3
SYMM.® Mid Span
UPLIFT
DOWNWARD
Nu-Vue
v
co0
r0
0
V
Jae
4
4
4
4
4
4
14
14
16d Fasteners
Maximum Up ift Load (lbs)
- TOTAL
memge•+
Flat—Ties ---
- Twisted- Ties
8
4
725
724
10
5
861
860
12
6
998
996
14
7
1135
1132
" for Twisted when ordering.
on a minimum 11" thick wood members.
each connected wood member.
e e 6666 6000 1"
see/seer geese e•
LENGTH J
HALF
Connected
to truss
HALF
Connected
to wall
NP •_ e_ •_ •_ e_ /
PRODUCT RENEWED
as complying with die Florida
Buildini Coda
Acceptance No 5' �%_ j
Exphtaion
M
MianP►odtnt Coate!
UPLIFT
Length.
(in)_
Product
Code
Gauge
12
NVRT-12
14
16
NVRT-16
14
18
NVRT-18
14
20
NVRT-20
14
22
NVRT-22
14
24
NVRT-24
14
30
NVRT-30
14
36
NVRT-36
14
48
NVRT-48
14
No. of Ibd nails
to Wood Framing
No. at t diam
Tapcois to Coni
4
f
f 6
5
e
a
X
7
6
g
3
8
7
-0
9
IW34'aWeJjl1ulJd/ua/IW14/
Notes:
1. ITW tapcons shall be embedded a minimum of 11" Into concrete
tiebeam or tiebeam formed with concrete filled masonry. ITW tapcons shall
' hove a min. edge distance of 23" and minimum spacing of 11" as shown.
2. See Generol Notes, sheet 1.
3. All tapcons must be in the same row spaced at 1h" on centers.
Do not use holes- In the opposite row.
• • $trap must be long enough to accommodate required tapcons.
.
•
* Edgi Datong
to ave
.
• •
• ..
... •
.
• ..
• • •
" Min. edge distance
•
.'
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
it
Do
Use
he
NU-VUE
W
bottom chord
H
k
MIN. 4"
EMB.
/,..LIO
Reinforcements
Required
411111410
Truss plate required
to transfer Toad to
Single Strap
Single Truss
Reinforcements
Required
Concrete Tie Beam
or Tie Beam formed
with concrete filled
masonry
:es, see sheet 1
Concrete Tie Beam
or Ile Beam formed
with concrete filled
masonry
• • • • • ••
•• aiais:on Hent It Back
••• • • • Saii'bg o f teetired
- 5- Nails in- Front -1410 - • • •
Nails 10d x i1" •• • • •• •• •
• •• • • •
••• • ••• • •
• •
• • ••
• •
• -
•• • •
• • •
••• •
• • • • •
PROOUC f R>�ALtP.D • • • •••• • •
� d • •9i .
AOosptt 14e :i
9 At • • • • •
eVillittSDON • i • V)
•
.Truss Anchors NV!H
Length
(in)
Product
Code
Gauge
seat
Gauge
strap
M
No. of Fa4ener5
in each ;trap
10d x 'F.5"
0
Si
Si
12
NVTH-16
18
14
N
5 2
14
NVTH-18
18
14
6 `°
16
NVTH-20
18
14
3
7 0
8
18
NVTH-22
18
14
d
%
9 3
20
NVTH-24
18
14
103
22
NVTH-26
18
14
11
12
24
NVTH-28
18
'
14
13
26
NVTH-30
18
14
V
32
NVTH-36
18
14
44
NVTH-48
18
14
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77088 -
y
Holes Dia. 1
Nu -Vu
v
CO
m
0