RF-12-236Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 177656 Permit Number: RF -2 -12 -236
Scheduled Inspection Date: August 23, 2012
Inspector: Rodriguez, Jorge
Owner: SANDOVAL, RICARDO
Job Address: 610 NE 105 Street
Miami Shores, FL 33138 -2054
Project: <NONE>
Contractor: ESR FLORIDA CONSTRUCTION INC
Permit Type: Roof
Inspection Type: Final
Work Classification: Hurricane Mitigation
Phone Number
Parcel Number 1122310120160
Phone: (305)812 -2716
Building Department Comments
HURRICANE ROOF MITIGATION OPEN AREAS OF
MITIGATION, ATTACH STRAPPING ACCORDING TO
PLANS NEW PLYWOOD ON AREAS OF MITIGATION
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 169863.
August 23, 2012
For Inspections please call: (305)762 -4949
Page 22 of 31
Charles C. Mitchell, P.E.
924 N. Federal Hwy.
Hollywood, Fl. 33023
Civil /Structural #11127
305 - 336 -5069
"As -Built Certificate"
August 14, 2012
Building Official
Village of Miami Shores, FL
Re: Re- Roofing
610 N.E. 105th St.
Miami Shores, FL 33138
1-11c) l000F
I Charles Mitchell, attest that to the best of my knowledge, the structure of the property meet
code in all of the following explained in detail as follows:
Dear Building Official,
Re- Roofing Inspection:
Roof: The straps used to anchor the trusses in the re- roofing are 24" x 2" L -shape 13ga.
Galvanized steel with 2 -'/° thru bolts with Y2" washers into the trusses and 1- '/9 anchor bolt
with 1 /2" washer and epoxy into the existing tie beam at each corner. This is sufficient to secure
and prevent uplift on the roof.
Sincerely,
Charles Mitchell
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
1O- -1`179
Inspection Number: INSP - 177659 Permit Number: RF -8 -10 -1480
Scheduled Inspection Date: August 23, 2012
Inspector: Rodriguez, Jorge
Owner: SANDOVAL, RICARDO
Job Address: 610 NE 105 Street
Miami Shores, FL 33138 -2054
Project: <NONE>
Contractor: ESR FLORIDA CONSTRUCTION INC
Permit Type: Roof
Inspection Type: Final
Work Classification: Hurricane Mitigation
Phone Number
Parcel Number 1122310120160
Phone: (305)812 -2716
Building Department Comments
STRAPPING AS REQUIRED FOR RE ROOF OF FLAT
DECKING (RF10 -1479)
AS PER BUILDING OFFICIAL, OK TO EXTEND PERMIT
UNTIL THE END OF FEBRUARY. 2/3/12
Passed
r
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 150174.
August 23, 2012
For Inspections please call: (305)762-4949
Page 25 of 31
Charles C. Mitchell, P.E.
924 N. Federal Hwy.
Hollywood, FI. 33023
Civil /Structural #11127
305 - 336 -5069
"Roof Mitigation"
Aug. 14, 2011
Building Official
Building & Zoning Dept.
Miami Shores, FI.
Re: Roof Mitigation for flat Roof
610 N.E. 105St.
Miami Shores, FI. 33138
'Kir 0-140
I Charles Mitchell, attest that to the best of my knowledge the structure of the property meet
code in all of the following explained in detail as follows:
Code: FBC 2010
Dear Building Official,
Roof (flat roof):
The Nuvue NVRT 24 uplift strap tie was wrapped around the existing 2 "x8" p.t. wood rafters with
9 - 1/4" diameter tapcon screws to the concrete beam and 7- 16d nails to the truss is sufficient
to secure and prevent uplift on the roof. Each comer of the roof was opened and the above
detail was determined by visual inspection.
Sincerly,
di
Charles Mitchell, P.E.
BUILDING
PERMIT APPLICATION
FBC 20 01
Permit hype: BUILDING „..)
OWNER: Name (Fee Simple Titleholder): iL ChitLA:0 N004111c.. Phon :Jlii 60 ? gage
Address:_4'll' s
City: AR4* J tig State:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit No. ._2--- -
Master Permit No.
Tenant/Lessee Name:
Email:
elk Zip: 3
Phone #:
JOB ADDRESS: 40O
City:
Folio/Parcel #:
Miami Shores
N2 X55 1 sr
County: Miami Dade
Zip: 33/3?
Is the Building Historically Designated: Yes
CONTRAC
Address:
City:
Qualifier Name:
State Certificatio
Contact Phone
NO ✓ Flood Zone:
Phone #. (65) g --)9/4,
• Co Name: ,.�
4.. s --•
&ca.
or Regi ation #: C6 Cd 65-0 a - Certificate of Compe ncy #:
36 j J »/2 ea - j'ifs Email Addr
Phone(
polefiggikgia
Phone
DESIGNER: ATchitect/Engineer:
giP: 53716
365)a- q z2
r la 3b &'
Value of Work for this Permit: $ & 6.. Square/Linear Foo
Description of Work:
Type of Work: DAddition / OAlteration
u„ Z /c4tA/i.
POI Ate 45 rn
f Work:
epair/Replace ODemolition
Yrpi44Wb
** ****** **** **** x**************x:**** Fees****** ********** ******+ xe:+ x*+x**+x****e:+x***a:****
vy
Submittal Fee $ UU Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
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 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 subfefto a .n hment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspectfo''whic o urs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not�b- appro ed and a reinspection fee will be charged.
Signature Signature
Qlwner or Agent
The foregoing instrument was acknowledged before me this
day of ,20_,by
who is personally known to me or who has produced,
As identification and who did take an oath.
NOTARY ,U L
Sign:
Print: " V, pop d n
e '
My C00114BYMIEIVIOSIZTE OF.FLOAIDA
Alexander Martinez
Y4ll'!
'Commission #DD898964
J Expires: JUNE 15, 2013
•
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 _, by.
who is personally known to me or who has produced
as identification and who did take an oath.
My Commiss Expire
NOTARY ion PUBLIC -STs: ATE OF FLORDA
e""1""•1. Alexander Martinez
tic: = Commissio ! #
/ BONDED THRIIATLANTICBONDIN(}COFri1�;,
APPROVED BY U' /9 Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
Dec. 14, 2011
Building Official
Building & Zoning Dept.
Miami Shores, Fl.
Re: Roof Mitigation
610 N.E. 105St.
Miami Shores, FI. 33138
Charles C. Mitchell, I.E.
924 N. Federal Hwy.
Hollywood, FI. 33023
Civil /Structural #11127
305 - 336 -5069
"Roof Mitigation"
I Charles Mitchell, attest that to the best of my knowledge the structure of the property meet
code in all of the following explained in detail as follows:
Code: FBC 2007
Dear Building Official,
Roof:
The Nuvue NVRT 24 uplift strap tie wrapped around the truss with 9 - 1/4" diameter tapcon
screws to the concrete beam and 7- 16d nails to the truss is sufficient to secure and prevent
uplift on the roof.
Sincerly,
1g.,
Charles Mitchell, P.E.
AN 3:
BUILDING CODE COMPLIANCE OFFICE (BCCO) ° ®° ®... °
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Nu -Vue Industries, Inc.
1053 -1059 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 by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) 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
Division (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. BCPRC
reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control
Division 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 Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors.
APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24
and NVUH, NVRT and NVTH ", dated 02/13/03, with last revision on 07/19/06, prepared by Nu -Vue
Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control
revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County
Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise 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
by the expiration date may 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 # 05- 0701.04 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.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
° ° 140' WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade.gov/buildingcode
NOA No: 08-0326.11
Expiration Date: August 21, 2013
Approval Date: May 22, 2008
Page 1
ft2/og
/ JCL,
Nu -Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and
NVUH, NVRT and NVTH", dated 02/13/03 with last revision on 07/19/06, prepared by
Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA No. 05- 0701.04"
B. TEST
Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed
and sealed by C. R. Caudel, P.E. and S. E. Black, P.E.
Report No. Wood Connector Direction Date
1. PT 02 -4073 NVTA Upward 11/06/02
2. PT 02 -4075 NVTA Upward 11/07/02
3. PT 02 -4074 NVTA Upward 11/06/02
4. PT 02 -3938 NVTA Upward 08/06/02
5. PT 03 -4177 NVRT36 Upward 02/03/03
6. PT 03 -4202 NVRT36 -T Upward 02/19/03
7. PT 03 -4271 NVRT36 -T Upward 03/27/03
8. PT 03 -4270 NVRT24 -T Upward 03/27/03
9. PT 02 -4095 NVUH26 Up & Downward 01/17/03
10. PT 02 -4096 NVBH24 Up &Downward 12/03/02
11. 31- 22456.0002 NVTA & NVTAS Lateral 07/06/02
12. PT 04 -4698 NVTH24 Upward Parallel/Perpendicular 04/15/04
13. PT 04 -5036 . NVTH24 Upward Load 12/10/04
C. CALCULATIONS
Report of Design Capacities prepared by V.
Product Model No. of Pages
1. NVBM24 7 through 8
2. NVRT 9 through 14
3. NVTA & NVTAS 1 through 6
4. NVTA & NVTAS 1 through 14
5. NVRT 15 through 15
"Submitted under NOA No. 04- 1202.01"
N. Tolat, P.E.
Date
05/05/03
05/05/03
05/05/03
02/06/03
07/07/03
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
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.
Myrr,•'
5 /2/o
arios M. Utrera, P.E.
Product Control Examiner
NOA No: 08- 0326.11
Expiration Date: August 21, 2013
Approval Date: May 22, 2008
E -1
Nu -Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
EMATERIAL CERTIFICATIONS
E. STATEMENTS
1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on
03/26/03 signed and sealed by V. N. Tolat, P.E.
"Submitted under NOA No. 04-1202.01"
2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08/10/04
and signed by C. F. Font, P.E.
"Submitted under NOA No. 04-1202.01"
G. OTHER
1. Notice of Acceptance No. 08- 0326.11, issued to Nu -Vue Industries, Inc., approved on
09/14/06 and expiring on 08/21/08.
E -2
6g
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No: 08-0326.11
Expiration Date: August 21, 2013
Approval Date: May 22, 2008
TABLE 1
Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS
H
Length
(!n)
Product
Code
Gauge
seat
Gauge
strap
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
General Notes:
No. of
Fasteners
each strap
10d
Maximum Allowable Load (lbs)
Uplift
Single
Strap
Uplift
Double
NVTA
L1 Single
& Double
Straps
L2 Single
& Double
Straps
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 strap, use
double truss for double straps.
1. Steel shall conform to ASTM A653. structural grade 33 (Min. yield 33 kW) and
a minimum galvanized coating of 0 60 per ASTM A525.
2. Allowable loads are based on National Desing specifications (NDS) for wood
construction, 2001 Edition and Florida Building Code 2004.
3. Design loads are for Southem Pine species with a specific gravity of 0.55.
Allowable loads for other species shall be adjusted accordingly.
4. Nail values ore based on NDS table 11P, G =0.55 for common wire nails and
have been reduced for Penetration Depth factor C.D.
5. Allowable Toads for wind uplift have already been increased by a duration
factor of 1.6 for anchor nails. 33% steel stress increase is not used in the
tabulated values.
6. Allowable loads for more than one direction for a single connection cannot be
added together. A design Toad which can be divided into components in the
directions given must ub�e evaluated as follows:
p I�
All a Uplift + Allow e t1 + AUoti �e L2 <= 1.0
7. Allowable Toads are based on 11" thick wood members unless otherwise noted.
8. All tie beams and grouted concrete masonry shall comply with chapters 19
and 21 of 2004 FBC. Concrete for tie beams and grout and mortar for concrete
masonry shall be a min. of 2500 psi. Concrete masonry shall comply with ASTM
c90.
9. Ail tests have been conducted in accordance with ASTM 0 -1761.
1"
TABLE 2
Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS
H
Length
(in)
Product
Code
Gauge
seat
Gauge
strap
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
Perpendicular
to wall
L2
No. of
Fasteners
each strap
10d x 1.5"
Maximum Allowable Load (lbs)
Uplift
Single
Strap
Uplift
Double
Stm�s1
CNVT,��
L1 Single
& Double
Straps
1.2 Single
& Double
Straps
5
1032
2236
250
500
6
1127
2254
385
565
7
1136
2272
520
630
8
1144
*2288
520
630
9
1153
*2306
520
630
10
1161
*2322
520
630
11
1170
*2340
520
630
12
1178
*2356
520
630
13
1187
*2374
520
630
*Note: For 8 or more nails per strap, use
double truss for double straps.
MODUCUREVISOD
asspreM1bAdis
1. b4
Reinforcements Required
Parallel
to wall
1
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
' - Concrete Tie Beam
or Tie Beam formed
with concrete filled
mosornIODUCTREIsIEWEID
2"
0
0
0
1 "
23"
o
—�-- Holes Dia. it"
NVTA, NVTAS
u—Vue
Industries, Inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
PHONE (305) 694 -0397
FAX: (305) 694 -0398
NVTA AND NVTAS TRUSS ANCHORS
DWG #:
NU --2
Sheet:
1 of 4
Date:
FEB. 13, 2003
Revisions: July 7, 2003
June 15, 2005
Jan. 10, 2006
July 19. 2006
TABLE 3
NVBH 24 BUTTERFLY HANGER
Notes:
1. Use all specified fasteners in schedule to achieve values
indicated
2. Values are based on 1" header and Joist thickness.
3. See General Notes, Sheet 1.
SYMM.(.' Mid Span
DOWNWARD LOAD
TABLE 4
NVUH 26 JOIST HANGER
PRODUCT
CODE
GAUGE
FASTENER
SCHEDULE
ALLOWABLE
LOADS (Ibs.)
9 o (n-0
x
PRO[
CC
DOWNWARD
GRAVITY LOADS
2x4
NVBH24
18
12
6
1113
Notes:
1. Use all specified fasteners in schedule to achieve values
indicated
2. Values are based on 1" header and Joist thickness.
3. See General Notes, Sheet 1.
SYMM.(.' Mid Span
DOWNWARD LOAD
TABLE 4
NVUH 26 JOIST HANGER
Notes:
1. Use all specified fasteners in schedule to achieve values
indicated.
2. Values are based on 3" header thickness and 1 r Joist thickness.
3. See General Notes, Sheet 1.
VIP1N N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
SYMM.
Mid Span
DOWNWARD LOAD
P>< ODUCc RUNEWBD
ceuziOarb Me WNW
Aoaptssoe No G8- ' r • i• 1
I1,1I
4fj1�'
Part Control
Nu V u e Industries, Inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
PHONE: (305) 694 -0397
FAX: (305) 694 -0398
NVBH 24 AND NWH 26 HANGERS
DWG #: Sheet: Date: Revisions: July 7, 2003
June 15, 2005
NU-2 2 of 4 FEB. 13, 2003 Jan. 10, 2006
July 19, 2006
GAUGE 1
FASTENER
SCHEDULE
ALLOWABLE LOADS (Ibs.)
Sli
PRO[
CC
oo
X
DOWNWARD
NAND UPLIFT
.1.15Z=
x
3 ;
-3
GRAVITY LOADS
LOAD
2x6
NVUH26
14
20
10
2233
1213
Notes:
1. Use all specified fasteners in schedule to achieve values
indicated.
2. Values are based on 3" header thickness and 1 r Joist thickness.
3. See General Notes, Sheet 1.
VIP1N N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
SYMM.
Mid Span
DOWNWARD LOAD
P>< ODUCc RUNEWBD
ceuziOarb Me WNW
Aoaptssoe No G8- ' r • i• 1
I1,1I
4fj1�'
Part Control
Nu V u e Industries, Inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
PHONE: (305) 694 -0397
FAX: (305) 694 -0398
NVBH 24 AND NWH 26 HANGERS
DWG #: Sheet: Date: Revisions: July 7, 2003
June 15, 2005
NU-2 2 of 4 FEB. 13, 2003 Jan. 10, 2006
July 19, 2006
TABLE 5
NVRT Flat and Twisted Rafter Ties
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
16d Fasteners
Maximum Up ift Load (Ibs)
TOTAL
n;eger*
Flat Ties
Twisted Ties
8
4
725
724
10
5
861
860
12
6
998
996
14
7
1135
1132
Notes:
1. Specify "F" for Flat and "T" for Twisted when ordering.
2. Fastener values are based on a minimum 1" thick wood members.
3. * Indicates no. of naffs in each connected wood member.
4. See General Notes, sheet 1.
TABLE 6
NVRT Twisted Rafter Ties to Concrete Tie Beams
or Concrete Filled Masonry
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
Notes:
No. of 16d nails
to Wood Framing
No. of is diameter
Tapcons to Concrete
Maximum Uplift
Load (Ibs)
4
6
722
5
7
856
6
8
991
7
9
1125
PROLucr RENEWED
comitybe wits the Thai
Dandiseede
Aooap No 1 .
-,.7F1
y rr !Mier
1. ITW topcons shall be embedded a minimum of 1i" into concrete
tiebeam or tiebeam formed with concrete filled masonry. ITW topcons shalt
have a min. edge distance of 23" and minimum spacing of 13" as shown.
2. See General Notes, sheet 1.
UPLIFT 3. All tapcons must be in the same row space at 11i" on centers.
Do not use holes in the opposite row.
Strap must be long enough to accommodate required tapcons.
`b s s s s s o s s s s Al. .A •'.:•r"
s s s s s s s e s s s a1 l :..; ...:. :;.:• ► VIPIN N. TOLAT, PE (CIVIL)
LENGTH FL REG. 12847
') 15123 LANTERN CREEK LANE
11:...... HOUSTON, TX 77068
HALF HALF t E\ u Y u e Industries, Inc.
Reinforcement required i739....fie:
0
o -
-4-
NVRT Anchor
Holes dia. /I"
Do not
Use circled
holes
14"
Connected Connected
to truss to wall
LENGTH
Tie Beam formed with
concrete filled masonary or
concrete tie beam
1053 -1059 Eost 29 Street
Hialeah, Florida 33013
PHONE: (305) 694 -0397
FAX: (305) 694 -0398
NVRT FLAT AND TWISTED RAFTER TIES
DWG #: Sheet: Dote: Revisions: July 7, 2003
June 15, 2005
NU-2 3 of 4 Fa. 13, 2003 Jan. 10, 2006
July 19, 2006
•
slot 0.203'x 1"
.61.114:
Truss plate required
to transfer load to
bottom chord
NVTH
Truss plate required
to transfer load to
bottom chord
Reinforcements
Required
011
Double StraP
Double Truss
Concrete Tie Beam
or Tie Beam formed
with concrete filled
masonry
Single Strap
Single Truss
Concrete Tie Beam
or Tie Beam formed
with concrete filled
masonry
5 Nails in Front (Min.)
Nails tOd x 1.5"
illod0ri
MespnaceiNo. 0,,; 'd
Elspbeirsi
. ,SAIL:
Nails on Front & Back
Shall be off centered
TABLE 7
Truss Anchors NVTH
H
Length
(in)
Product
Code
Gouge
seat
Gauge
strap
12
NVTH -16
18
14
14
NYTH -18
18
14
16
NVTH-20
18
14
18
NVTH -22
18
14
20
NVTH -24
18
14
22
NVTH-26
18
14
24
NVTH -28
18
14
26
NYTH -30
18
14
32
NYTH -36
18
14
44
NVTH-48
18
14
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
No. of Fasteners
in each Strap
10d x 1.5"
Maximum Uplift Loads (ibs)
Single Strap Double Straps
on on
Single Truss Double Truss
1032
2064
1222
2444
7
1275
2550
8
1329
2658
9
1383
2766
10 •
1437
2874
11
1490
2980
12
1544
3088
13
1598
3196
NVTH
N u'
Vu e Industries, Inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
Phone: (305) 694 -0397
Fax: (305) 694 -0398
NVTH ANCHORS
DWG #: Sheet: Date:
NU-2 4 of 4 JULY 19, 2006.
Revisions: