RC-12-626Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 188304 Permit Number: RC -4 -12 -626
Scheduled Inspection Date: April 01, 2013 Permit Type: Residential Construction
Inspector: Bruhn, Norman
Inspection Type: Final Building
Owner: DOWNS, ANTONIE Work Classification: Alteration
Job Address: 1298 NE 97 Street
Miami Shores, FL 33138 -2560 Phone Number
Parcel Number 1132050090550
Project <NONE>
Contractor: ESR FLORIDA CONSTRUCTION INC Phone: (305)812 -2716
Isunamg ueparrment comments
BATH ROOM REMODEL
INSPECTOR COMMENTS False
March 29, 2013 For Inspections please call: (305)762 -4949 Page 27 of 29
Inspector Comments
Passed �-
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 29, 2013 For Inspections please call: (305)762 -4949 Page 27 of 29
'6h�lak54 .
4 �2- �
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B a3 ING
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
PERM AP ATION
FBC 2 l C)
Permit Type: UILDING _ ROOFING
OWNER: Name (Fee Simple
[.RiEc EV -;�
APR 10 204
Permit No.
Master Permit No. lZq Z
City: A 11 State: R gip:
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS:
rif 5 1'
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes
DESIGNER: Architect/Engineer:
—NO
L'—'a Ms.
#: �� i✓ 6 �,w Certificate of C_Q���etency #:
Zone:
I
-7 dE� Z'
Value of Work for this Permit: $ 12 6 1401 Square/Linear Zep!;i o rk•
Type of Work: ❑Addition - — f�4#eratiimr+A ❑New _ eplace • emolition
Description
FAI
F ���������x���x��
Submittal Fee $ � Permit Fee $ F CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond It
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL FEE NOW DUE $
4
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 foiegoing'informalion i'staccu4•ate *arid.t#at 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 c LENDER . OR AN.., ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT." y "
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 Object to attachment. Also, a certifl& 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. 1 the absence of such posted notice, the
inspection will not be approved and are inspection fee.will be charged.
.wi ° . .
Signature 0� Signature
Owner or Agent a..
The foregoing instrument was acknowledged before me this -- -.The foregoing iris ment
day of -41-11 a", 20 12 , by o u) it S ` day of ,
-'1
Who.is personally known,to me or who has produced, _� who is personally,
As identification and who did take an oath. j
NOTARY''tJBLIC:
a
Sign: Sil
Pont: M Pr
My Commission Expires: P* * MY C{lldMEI N 6 DD 647629 M,
EMUS: February 16,013
13
'r°4 .11131 BMW na Budge 9 sinus
APPROVED BY
Plans Examiner
4'OVU� u I / 4ductural Review
(Revised 07 /10/07)(Revised 06110/2009)(Revised 3/15/09)
;knowledged before me this -L?-
byA I�- Mnc�� -t w4 f 06:14 fir;.
or who has produced--E— C-
and who did take an oath.
Zoning
Clerk
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FOIST INSPECTION
PERMIT FOLIO NO.! /' 5206 'dOct- 15 55 b
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
propeftr and in accordance with Chapter 713, Florida Statutes, the following information
Is provided In this Notice of Commencement.
1. Legal description of Propertv and streeVaddress: d a Cf V N i.:
2. Description of improvement:
OR Bk 2$210 F'9 3$55► QP9 )
RECORDED /111112/12 01!1° *'06
HARVEY RUVINr CLERK OF COURT
MIAMI -DADE COUNTYr FLORIDA
LAST PAGE
Space above reserved for use of recording office
S! oi, riQ�C1 S�ntx�� P6 Y3-
3. Owner(s) name and address: Wtow ° 15-016'-bas I- (
Interest in property:
Name and address of fee simple titleholder.
4. Contr %tor's name, address and phone number.
�.�• OX 1'� [�'`l �� L/trVi--r !'r�Q..l -__ =1 vaA4r c- P.f _ -1
S. Surety: (Payment bond required by owner from contract r r�` rLp COUNTY OF DAM
Name, address and phone number 77�f�tSftii
Amount of bond $ is pig gy
6. Lender's name and address:
7. Persons within the State of Florida designated by Own ocume is may b
Section 713.13(1)(a)7., Florida Statutes, ofC
Name, address and phone number. �A p ,�
8. In addition to himself, Owners designates the following person(s) to receive a copy of the LIenor's Notice as provided in Section
713.130)(b), Florida Statutes.
Name, address and phone number. L PL4,b A„ R;Q ?% t f!,Z0 -tL Q,5 FLbGL In-A. r%c-sAA5,7--t p , 7-, s, n.1
9. Expiration date of this Notice of Commencement:
(ft expiration date Is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY. BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) of n r(s) or, Ow r(s )'Authorized Officer/Director/Partner/Manager
Prepared By S Prepared By
Print Name l ��� Print Name
Title /Office D Lks Title /Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The foregoing instrument ways acknott�rladge�1_befczry me this. AV ay of ?-_
Aim �� t.J fn S
Individually, or ❑ as for
Personally known, or ❑ produced the following type of identific
Signature of Notary Public:
Print Name: a° E
(SEAL) * * MYCOMMISSIOW0847629
VERIFICATION PURSUANT TO SECTIQN 92525 FLORIDA STATr M �,qr �o< EXPIRES: February 16, 2013
Under penalties of perjury, I declare that I have read the foregoing and �0 Bed B Pt No" Sates
that the facts stated in it are true, to the best of my knowledge and belief.
Signature(s) of Owners) or Owner(s)'s Authorized Officer/Dimctor/Partner/Manager who signed above:
By
123.01 -52 PAW 3 3A0
By
41zlig, r�p
Permit No: 12 -626
Job Name:
April 19, 2012
Miami shores Village
Building Department
Building Critique Sheet
1) Provide all permit applications prior to any further review.
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305- 762 -4859
Permit No: 12-
Job Name:,po 4,,;t y
Date: lew / ,F /z , z�-
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
ELECTRIC Critique Sheet
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Review Complete by: Michael A. Devaney SR.
Chief Electrical Inspector
s - Ni
SCOPE OF WORK
EXISTING BATHROOM
REMODEL
r DESCRIPTION ON SHORES PB
OT 12 BLK 4
11- 3205 - 009 -0550
OCCUPANT CLASSIFICATION
R -3
TYPE OF CONSTRUCTION
TYPE V B
LEVEL OF ALTERATION 2
NOTES:
NO MECHANICAL
ALTERATIONS
EX. DOORS AND
WINDOWS TO REMAIN
ERMIT
Z-
m2 ml SHORES vi
APPROVED I BY
jzJ
ELECTRICAL
PWMBING
0
MECHANICAL 1
F_ 7
I � I
ICI
I�I
I I
I�I
I I
I I
L�J
I
I
V40
BLDG. ` j `
SUBJECT TO COMFLIAl~dCE WITH ALL
STATE AND COUNTY RULES AND REG
S' p
q.
COPY 4 4 4 D
D 4 N p 4° 4 D p 4
o p
H ST.
SITE PLAN
1116 =1' -0°
FLOOR PLAN
114 " =1' -U°
11CULATED CONDO TO BE WLM'
►RLES MITCHELL, P.E.
NORTH FEDERAL HWY.
.LYWOOD,FL. 33020
RESIDENTIAL BATHROOM REMODEL
ADDRESS:
1298 N.E. 97TH ST.
MIAMI SHORES, FL.
33138
OWNER:
ANTOINE DOWNS
ESR CONSTRUCTION
DATE: 2.28 -12
DRAWN BY: JB
APPROVED BY: CM
REVISIONS:
L-
9p
IEET NO.
AI_
NEW VANITY & SINK
NEW TOILET
NEW TILE
NEW BATHTUB
FLOOR PLAN
114° =1'-0°
ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES
2 CORDINATE ELECTRICAL SERVICE WITH FLORIDA POWER AND
LIGHT COMPANY
& ALL TELEPHONE RELATED EQUIPMENT PER TELEPHONE
COMPANY SPECIFICATIONS
4. ELECTRICAL INSTALLATION DESIGN OF THIS PLAN IS IN
COMPLIANCE AS SET FORTH BY THE STATE OF FLORIDA
STATUTES MODEL ENERGY EFFICIENCY CODES.
5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE
FOR HIMSELF PRIOR TO SUBMISSION OF BID, EXISTING
CONDITIONS.
81 ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED
ELECTICAL CONTRACTOR IT WILL BE HIS RESPONSABILITY TO
SECURE AND PAY FOR ANY PERMITS, CERTIFICATES OF
INSPECTION, ETC
7. SUBSTITUTE MATERIALS, EQUIPMENT OR METHODS SHALL NOT
BE MADE WITHOUT APPROVAL OF THE ENGINEER. IF THE USE OF
A SUBSTITUTE IS REQUIRED
ELECTRICAL PLAN
114° =1' -0°
ELECT. PNL. SCHED.
CIRCA
LOAD
WIRE
COND.
BREAK
VA
REMARKS
1
REFRIGERATOR
012
W
20
1600
2
WASHER
#12
112°
20
1500
3
KITCHEN LIGHT
#12
112°
20
4,6
GEN.UGHTS & RECEP.
#12
112°
20
7113
2371, @ 3W/SF.
,
BEDROOMS RECPJLT
#12
112°
20
CI
r6,,17,1
SMALL APPLIANCE
#12
112°
20
3000
1,6W W. EA. CIRCUIT
3
WH
#10
314°
30
4500
12,14
RANGE
#6
1°
60
12000
15,18
DRYER
#10
314°
30
4800
15,17
EX. AHU
#6
1°
60
4800
20,22
EX. CU
#8
314°
40
2600
19
DISHWASHER
#12
111°
20
1600
21
BATHROOM RECP.
012
112°
20
LOAD CALL. 3- #UDTHW CU. INr0
TOTALLOAD = 35883
1ST 10000 o 100% = 10000
160A 160A
REM 25883 @40% = 10353.2 AAETER mcs PNL
A/C LOAD = 7300 146 SOLID CU. W 12° C TO
TOTAL 27853.2 RODS
ATTACHED ST BTL IN
BLDG. FOUNDATION.
27553.21240 = 115.2
USE 150 A SERVICE
ROTTEN FLOOR JOISTS TO I
REPLACED IN BATHROC
& BATHROOM FLOORII
TO BE REPLACE
FLOOR JOIST PLAN
114° =T -V
OU
2 %° PLWD SUBFUi &Y" RUUK N
FLOORJO i @ 8° O.C. @ EDGES
& 8° O.C. @ INTERMEDIATE SUPPORT
(TYP.)
rAr P.T. WD, FLOOR JOIST @ 16° 0.1
ANCH. TO CONC, WALL WI WRT30A
8.1SD NAILS IN WOOD JOIST& 74
TAPCONS IN CONC.
TO MATCH EXISTING) NOA 03-0326.11
IX WALL
21 O'P.T. WOOD BRACIN
TO FLOOR JOIST V 16D I
VIAl `IX TXV P.T. WD. PLATE
ANCH. IX TO CONC, FILL I
• • EX 10°X20° FOOTING EX 1
FLOOR JOIST DETAIL
kRLES MITCHELL, P.E.
NORTH FEDERAL HWY.
- LYWOOD,FL. 33020
.336.6069
PROJECT:
RESIDENTIAL BATHROOM REMODEL
9825 N.E. 4TH AVE
MIAMI SHORES, FL.
33138
ESR CONSTRUCTION
DATE: 2.28 -12
DRAWN BY: JB
WALL
APPROVED BY: CM
NO.
A -2
COUNT,
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIRK FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/buildinec-ode
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 02113/03, 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 E 1 and E2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No: 08- 0326.11
Expiration Date. August 21, 2013
,- Approval Date: May 22, 2008
Page 1
Nu -Vue Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMMD
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 NDA No. 05- 0701.04"
B. TEST
Report of Design Capacities prepared by V. N. Tolat, P.E.
Product Model
No. of Pages
Test reports on wood connectors per ASTM D 1761 by Product Testing, Inc., signed
Signature
and sealed by C. R. Caudel, P.E. and S. E. Black, P.E.
NVBM24
7 through 8
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
12103/02
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. N. Tolat, P.E.
Product Model
No. of Pages
Date
Signature
1.
NVBM24
7 through 8
05 /05/03
V. N. Tolat, RE
2.
NVRT
9 through 14
05/05/03
V. N. Tolat, P.E.
3.
NVTA & NVTAS
1 through 6
05/05/03
V. N. Tolat, P.E.
4.
NVTA & NVTAS
1 through 14
02/06/03
V. N. Tolat, P.E.
5.
NVRT
15 through 15
07/07/03
V. N. Tolat, P.E.
"SubmiMed under NOA
No. 04- 1202.01"
D. QUALITY ASSURANCE
I.
Miami Dade Building
Code Compliance Office
(BCCO).
arlos M. litfers, 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
I. 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.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No: 08-0326.11
Expiration Date: August 21, 2013
Approval Date: May 22, 2008
E -2
ti
-T-
Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS
H
Length
in
Product
Code
Gauge
seat
Gauge
strop
16
NVTA -16
WAS 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
WAS 220
20
14
26
NVTA -26
WAS 222
20
14
28
NVTA -28
NVTAS 224
20
14
30
NVTA -30
NVTAS 226
20
14
36
NVTA -36
WAS 232
20
14
48
NVTA -48
WAS 244
20
14
General Notes:
No. of
Fasteners
each strap
10d
Maximum Allowable Load
Ibs
Uplift
Single
Strap
at
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 ksi) and
a minimum galvanized coating of G 60 per ASTM A525.
2. Allowable loads are based on National Dosing specifications (NDS) for wood
construction. 2001 Edition and norido Building Code 2004.
3. Design loads are for Southern Pine species with a specific gravity of 0.55.
Allowable loads for other species shall be adjusted accordingly.
4. Nail values are based on NDS table 11P. G=0.55 for common wire nails and
have been reduced for Penetration Depth factor CD.
5. Allowable loads for wind uplift have already been increased by a duration
factor of 1.6 for anchor nails. 337a steel stress increase is not used in the
tabulated dues.
6. Allowable loads for more than one direction for a single connection cannot be
added together. A design load which can be divided into components in the
directions given must be evaluated as follows:
Allowable plift + ow a t J4.%-.Lb <= 1.0
7. Allowable loads ore based on 1!" 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. All tests have been conducted In accordance with ASTM D -1761.
1
H
MIN 4"
EMB.
NVTAS
a
NVTA
JH
J 4" EM
1"
TABLE 2
Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS
H
Length
(in)
Product
Code
Gauge
seat strap
Gauge
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
WAS 220
20
14
26
NVTA -26
NVTAS 222
20
14
28
NVTA -28
WAS 224
20
14
30
NVTA -30
WAS 226
20
14
36
NVTA -36
WAS 232
20
14
48
NVTA -48
WAS 244
1 20
14
Parallel
to wall
Perpendicular
to wall
.4--
La
No. of
Fasteners
each strop
10d x 1.5"
Maximum Allowable Load
Ibs
Uplift
Single
Strap
Uplift
Double
NVT sj
L1 Single
& Double
Straps
L2 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
1 *2374
1 520
1 630
*Note: For 8 or more nails per strap, use
double truss for double straps.
Reinforcements Required
"r-- Concrete lie Beam
or Tie Beam formed
with concrete filled
maso theme
2J
It
O 1„
" O
0 2J"
0
Holes Dia."
NVTA. NVTAS
TABLE 3
NVBH 24 BUTTERFLY HANGER
Notes:
1. Use all specified fasteners In schedule to achieve dues
indicated.
2. Values are based on 1j" header and Joist thickness.
3. See General Notes, Sheet 1.
SYMM.0 Mid Span
TABLE 4
NVUH 26 JOIST HANGER
F
FASTENER
ALLOWABLE
6w
SCHEDULE
LOADS (ibs.)
� O
S
g
w
f-
DOWNWARD
c7i
v
a.
a
�
GRAVITY LOADS
a
s
DOVMWARD
WIND UPLIFT
2
NVBH2
18
12
6
1113
Notes:
1. Use all specified fasteners In schedule to achieve dues
indicated.
2. Values are based on 1j" header and Joist thickness.
3. See General Notes, Sheet 1.
SYMM.0 Mid Span
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 1f" Joist thickness.
3. See General Notes. Sheet 1.
0jr
T0 ro
gQ 0
1r
2r
3P
SYMM.® Mid Span
I
.UPLIFT
oe
0 0
0 0 0
5 r
0,0
F
FASTENER
ALLOWABLE LOADS (lbs.)
U W
SCHEDULE
� O
S
Vf
a
X
DOVMWARD
WIND UPLIFT
i3
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 1f" Joist thickness.
3. See General Notes. Sheet 1.
0jr
T0 ro
gQ 0
1r
2r
3P
SYMM.® Mid Span
I
.UPLIFT
oe
0 0
0 0 0
5 r
0,0
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
Notes:
16d Fasteners
Maximum Uplift Load (Ibs)
TOTAL
em or*
Flat Ties
Twisted Ties
8
4
725
724
10
5
861
860
12
6
998
996
14
7
1135
1132
1. Specify "F" for Flat and "T" for Twisted when ordering.
2. Fastener values are based on a minimum 11" thick wood members.
3. * Indicates no. of nails in each connected wood member.
4. See General Notes, sheet 1.
s s as oft as e s Al" s
LENGTH No
HALF HALF
Connected Connected
Ld to truss to wall
O • ® ® ® 0 !a
�rt LENGTH 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 i" diameter
Tapcons to Concrete
Maximum Uplift
Load (Ibs)
4
6
722
6
8
991
7
9
1125
ion
1 H 1 H 1H
0 1"
1 ," o
0 1"
0
NVRT Anchor
Holes dia. A"
1. ITW tapcons shall be embedded a minimum of 1i" into concrete
tiebeam or tiebeam formed with concrete lined masonry. ITW tapcons shall Do not
have a min. edge distance of 2� and minimum spacing of ll " as shown. Use circled
holes
2. See General Notes, sheet 1.
UPLIFT 3. All tapcons must be in the some row space at 1X" on centers.
Do not use holes in the opposite row. o
Strap must be long enough to accommodate required tapcon& o
o
o
0
<:: p•; °
WIN N. TOLAT, PE (CIVIL) See o
FL. REG. # 12847 Note3 ° o
15123 LANTERN CREEK LANE
�'' '2j" Min. edge distance
Reinforcement required
Tie Beam formed with
concrete filled masonary or
concrete tie beam
A
16d
rTopcons
I�
Truss plate required
to transfer food to
bottom chord .
Double ttrap
Double Truss
MIN.
4"
EMB.
]�
NVTH 1"0•
Truss plate required
to transfer food to
bottom chord .
Reinforcements
Required
t Tie Beam
or Tie Beam formed
with concrete filled
masonry
Single Strap
Single Truss
Reinforcements
Required
0
Concrete Tie Beam
or Tie Beam formed
with concrete filled
masonry
5 Nails in Front (Min.)
Nails 10d x 1.5"
PRODUMMOMW
ip z
3
By abndrd
lAivisios
Front & Back
off centered
Truss Anchors NVTH
H Maximum Uplift Loads (Ibs)
,ength Product Gauge Gouge No. of Fasteners
(in) Code seat strap In each Strap Single Strap Double Straps
10d x 1.5" on on
12 NVTH -16 18 14 Single Truss Double Truss
5 1032 2064
14 NVTH -18 18 14
6 1222 2444
16 NVTH -20 18 14 7 1 1275 2550
18 NVTH -22 18 14 8 1329 2658
9 1383 2766
20 N VTH -24 18 14 10 1437 2874
22 NyTH-26 18 14 11 1490 2980
24 NVTH -28 18 14 12 1544 3088
13 1 1598 3196
26 NVTH -30 18 14
1Yw
32 NVTH -36 18 14
44 NVTH -48 18 14w
O
2" O r
9AV
o
V1PIN N. TOLAT, PE (CIVIL) Holes Did ` 1 V
FL. REG. # 12847 0
15123 LANTERN CREEK LANE
HOUSTON, TX 77088 N VTH
Nu - Y u a industries, Inc.
P 1 053 -1059 East 29 street
Hialeah. Florida 33013
Phone: 305 694 -0397
Fax» (SIX) 694 —OMB
NrM ANCHORS
DWG 0: Sheet: Date: Revisions:
NU -2 1 4 of 4 1 JULY 19, ZOOS.