REV-16-2168 Miami Shores Village .x�'
Building Department AUG a tots
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 fY
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 �y
FBC 2011
BUILDING Master Permit No..pCA 5/" 1(oO
PERMIT APPLICAT ub Permit No. �IZYIY - 21(OPO
BUILDING ❑ ELECTRIC ❑ RO 0 ENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUB LIC WORKS ❑ C 0 CANCELLATION ❑ SHOP
,1 CONTRACT DRAWINGS
M
JOB ADDRESS: X051 'e �?_ -' '
City: Miami Shores County: Miami Dade Zip: i3/3'?
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: /+,,�`�`k, Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): k tr�Z' &L � to Phone#: xLy rP(S SSa'2-
Address: _ tosi 0'i� n L-A q-.-
City: 6SI6-C .s dk-� State: VA.- Zip: 33 3 p
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Gkxb (9zjS5 kSCAxQ 1 S__f - Phone#:
Address: U, �n� Z� !,11C -*;,a3
City: a�J / djV4A State: - Zip: Y
Qualifier Name: r.,Ismj3 �',fo(o i Phone#: 2295-ro I-J>
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Addition 2 Alteration ❑ New Q Repair,/Replace, ❑ Demolition
Description of Work: • ,s'1' 3C� .- ��: — A LST
1
Specify color of color thru tile:
Submittal Fee$ �� Permit Fee$ S 03 CCF$ CO/CC$
Scanning Fee$ V'-4�/ C� Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$toZO Bond$
TOTAL FEE NOW DUE$ ( � '
(Revised02/24/2014)
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 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."
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 b e will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of com nceme must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. in the a e ce of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
4rn�
Signature Signature i0
OWNE GENT lwacknowledged
TOR
The foregoing instrumentwasacknowledged before me this The foregoing instrubefore me this
02 day of U64T- .20 14 by 13'L day of 20 1(, J by
jWlA �t,' UW-14 1 %t?who is personally knownLn W3Stdo lbv% who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did tak ath.
NOTARY PUBLIC: NOTARY PUBLIC:
Notary P
Sign: Fawgwg tO Sign:
MY `SSM rt,V1590— N�a IF lonamy 9
o
Print: ) Ex r�s03f1512020 Print:
eN
Seal: Seal: �ip� E)Ores03115/2020
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
PLF STRUCTURAL ENGINEERS, INC. JOB TITLE 1051 NE 92ST. REV1
CA# 30758
4960 SW 52nd ST, Suite#407, Davie, FL 33314 JOB NO. SHEET NO.
O: (954) 533-3237 Fax: (954) 533-2117 CALCULATED BY DATE 7/29/16
email:pfiallo@plfengineers.com CHECKED BY PF DATE
CS12 Ver 2013.07.01 � � www.struware.com
I
An sem'
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STRUCTURAL CALCULATIONS
FOR
1051 NE 92ST. REV1
MIAMI SHORES ""
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Pedro L. Fiallo, P.E .
FL Lic.:76100
STRUCTURAL REV'�:�V
APPROVED D
TABLE OF CONTENTS
DESCRIPTION PAGES
• Wood beam reinforce bolts calculation..................................1
• Wood connector F design.................................................2
• Wood ledger design......................................................................4
• Metallic beams loads breakdown .......................................5
• Steel beam to concrete connection design..............................6
• Rafters repairs calculations.............................................7-8
• Connection between steel beams.........................................9
• Web-ceiling joist connection at roof framing..........................10
• Wood connectors products approvals...............................11-21
0000
.
0000..
Pedro L. Fiallo, ;;
FL Lic. No.: 761¢0•• "
0000 0000 0000.
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PLF STRUCTURAL ENGINEERS, INC. Prc�wNaw
CA# 30758 Project No.: Sheet No.:
4960
o.4960 SW 52nd ST, Suite#407, Davie, FL 33314 calWated By: Date:
Ph: (954)533-3237 Fax: (954)533-2117 cr'i`ed By: Dom:
email: pfiailo@plfengineers.com
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PLF STRUCTURAL ENGINEERS, INC. Project N. IOS Project
CA# 30758 No.: Shut No.: _
4980 SW 52nd ST, Suite#407, Davie, FL 33314 C&AM d BY: Date.
Ph: (954)533-3237 Fax: (954)533-2117 Checked By: DO:
email: pfiallo@plfengineers.com
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Rte: X0°°2 Timber Ledger Design Page 1
Description WOOD LEDGER ATTACHED TO STEEL BEAM
General Information Code Ref.. 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined
Ledger Width 1.500 in Uniform Load... Point Load...
Ledger Depth 7.250 in Dead Load 124.00#/ft Dead Load 0.00 lbs
Ledger is Bolted to Concrete Live Load 106.00#/ft Live Load 0.00 lbs
Bolt Diameter 5/8" Spacing 0.00 ft
Bolt Spacing 24.000 in Horizontal Shear 0.00NIt Offset 0.00 in
Load Duration Factors... Southern Pine,No.2 2-4 Thick,8 Wide
Live Load 1.000 Fb Allowable 1,200.0 psi
Short Term 1.000 Fv Allowable 175.0 psi
Ledger Stresses
Load Combination: DL+LL DL+ST DL+LL+ST
Maximum Moment 920.00 in-# 496.00 in-# 920.00 in-#
Bending Stress 70.01 psi 37.75 psi 70.01 psi
Stress Ratio 0.058 0.031 0.058
MaximumShear 327.63 lbs 176.64 lbs 327.63 lbs
Shear Stress 30.13 psi 16.24 psi 30.13 psi
Stress Ratio 0.172 0.093 0.172
Boit Loading Note:Bolt Design Value from NDS 8.21 UBC 23 Using:Southern Pine
Stress Summary DL+LL
DL+ST :DL*E6+ST .... .... .
Max.Vertical Load 460.00 lbs 248.00 lbs ** 480.00 It�s� . . • •
Allow Vertical Load 3,250.00 lbs 3,250.00 lbs 3,280.00 lbs
Max.Horizontal Load 0.00 lbs 0.00 lbs •''•'•0.00 lbs • ;• ••;
Allow Horizontal Load 6,150.00 lbs 6,150.00 lbs .'-8,150.00 Ite•••� • •
Angle of Resultant 90.0 degrees 90.0 degrees •''• 90.0 degiee3 •• •••
Diagonal Component 460.00 lbs 248.00 lbs "•" ¢0.00I • '•
Allow Diagonal Force 460.04 lbs 460.04 lbs •• •460.04 Ibis •• ••••••
Final Stress Ratio 1.000 :1.00 0.539:1.00 : :•3.000:1.00'
. . :000:0
......
Summary •V odd Strels&Bolts 0&..
Stress Summary DL+LL DL+ST DL+LL+S7
Wood Bending Stress Ratio 0.058 :1.00 0.031 :1.00 0.058 :1.00
Wood Shear Stress Ratio 0.172 :1.00 0.093 :1.00 0.172 :1.00
Bolt Stress Ratio 1.000 :1.00 0.539 :1.00 1.000 :1.00
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PLF STRUCTURAL ENGINEERS, INC. ProjectNwie:
Project No.: Sheet No.:
CA# 30758 Calculated By: Dom:
4960 SW 52nd ST, Suite#407, Davie, FL 33314
Ph: (954) 533-3237 Fax: (954)533-2117 `By Date:
email: pfiallo@plfengineers,com
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PLF STRUCTURAL ENGINEERS, INC. Project Name: 1051 XIAF 92 sr dtJQ45� �b
Project No.: Sheet No.:_(��G_
CA# 30758 C&Uated By:
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4960 SW 52nd ST, Suite#407, Davie, FL 33314
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email: pfiallo@plfengineers.com
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Project No.: Sheet No.:
CA# 30758 Cakxi-ded By: Date:
4980 SW 52nd ST, Suite#407, Davie, FL 33314 Date:
Ph: (954)533-3237 Fax: (954)533-2117 Checked By:
email: pfiallo@plfengineers.com
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4960 SW 52nd ST, Suite#407, Davie, FL 33314 cabilated By: Date:
Ph: (954)533-3237 Fax: (954)533-2117 Checked By: Date:
email: pfiallo@plfengineers.com
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7/28x2016 Florida Building Code Online
Business & Professional Regulation
I t - .
r1.:J.D SCIS Home i Log In ; User Registration Hot Topics Submit Surcharge i Stats&Facts Publications j FSC Staff BCI9 Site Map Links ! Search i
rKn]Uo
Busin t
esProduct Approval
Professi 17SER:Pudic User
Regulation
prod�v* noroval Menu>Product or Application Search>Application List>Application D•taB
n !
FL# 817232-R2 ,uvf
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived D
Product Manufacturer USP Structural Connectors, a MTek Company
Address/Phone/Email 14305 Southcross Drive
Suite 200
Burnsville, MN 55306
(952)898-8602
jcollins@mii.com
Authorized Signature Jim Collins P.E.
jcollins@mii.com
0000
Technical Representative Jim Collins, P.E. . •
• • 0000 0000••
Address/Phone/Email 14305 South Cross Drive • • • •
Suite 200 •• • 0000•• 0•
Burnsville, MN 55306 0 0 0••0 •• • 000000
(952)898-8602 •••*•• • • •
jcoliins@mii.com
0000 0000 • •
0000 0000 0000•
Quality Assurance Representative Todd Asche •••••• •• • •••••
Address/Phone/Email 14305 Southcross Drive •• 0•• 0 •••0 ••••••
•
Suite 200 000000 . •
Burnsville, MN 55306 • • • •
• • • • 0000••
(952) 898-8602 ••••••
tasche@mii.com
• • • 0000••
•• • 0000 • •
Category Structural Components
Subcategory Wood Connectors
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity ICC Evaluation Service, LLC
Quality Assurance Entity ICC Evaluation Service
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Terrence E. Wolfe P.E
91 Validation Checklist- Hardcopy Received
Certificate of Independence FL17232 R2 COI Certification of Independence for Evaluation.odf
Referenced Standard and Year(of Standard) fir( Year
AF&PA N.D.S. 2012
ASTM D7147 2011
Equivalence of Product Standards
Certified By
r-,mivru.,+n—,rv-uvlrrjtvmPAWnFY51a%2bstZzwtkrvHak%2f1ZWvNLSXYg%3d%3d 1/5
728I2016 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option C
Date Submitted 07/09/2015
Date Validated 07/09/2015
Date Pending FBC Approval
Date Approved 07/16/2015
Summary of Products
Go to Page 0 O Page 1/20 0
FL# Model,Number or Name Description
17232.1 CLPBF Butterfly Hanger
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL17232 R2 11 ESR-3445(Face Mount) Ddf
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other. FL17232 R2 AE ESR-3445(face Mount).odf
17232.2 HD26, HD24-2, HD34, HD44 Face Mount Hanger
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17232 R2 11 ESR-3445(Face Mount).Ddf
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other: FL17232 R2 AE ESR-3445(Face Mount).Ddf
17232.3 HD28, HD210, HD212, HD214, Face Mount Hanger
HD216, HD26-2, HD28-2, HD210-2, 0000
HD212-2, HD214-2, HD216-2, • •
HD26-3, HD28-3, HD210-3, HD212- ••• ••0• •0••••
3, HD214-3, HD216-3, HD28-4, 0 0 0 •
HD210-4, HD36, HD38, HD310, •••••• •• • ••••••
HD312, HD314, HD316, HD38-2, •••i•• • • •
HD310-2, HD312-2, HD46, HD48 0 0 0 0 •• ••••••
Limits of Use Installation Instructions••• •••• •••••
Approved for use in HVHZ:Yes FL17232 R2 II ESR-34a51Faca MountO3,df 0 0 0 ••
Approved for use outside HVHZ:Yes Verified By: ICC Evaluat'oh Sefvice, LLC• •
Impact Resistant: N/A Created by Independent M Party: 0 •• 0 0'•;•
Design Pressure: N/A Evaluation Reports ;••;0; • •
Other. FL17232 R2 AE ESR-3445 (Face Mousf;)pdi ••••:•
17232.4 HD410, HD412, HD414, HD416, Face Mount Hanger ••• : •••. ;0•••;
HD418, HD66, HD68, HD610, 0 0 0
HD612, HD614, HD616, HD86,
HD88, HD810, HD812, HD814,
HD816, HD1770, HD17925,
HD17112, HD1714, HD27925,
HD27112, HD2714, HD32105,
HD3212, HD5112, HD51135
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17232 R2 II ESR-3445(Face Mounts odf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other. FL17232 R2 AE ESR-3445 (Face Mount).Ddf
17232.5 HD5210, HD5212, HD5214, HD5216, Face Mount Hanger
HD62117, Hd71117, HD7100,
HD7120, HD7140, HD7160, HD7180,
HD77117, HD83117, HD95117
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17232 R2 R ESR-3445(face Mount).Ddf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other. FL17232 R2 AE ESR-3445 (Face Mount).Ddf
idine•/lHMirhFv ulrliM Kf7/rY�rY
am rfM.acnx-?naram=wGEVXOwtDavOQoG(MVmPeWoFY51q%2bstZzwbuvHak%2f1ZVWNLsXYg%3d%3d 2/5
•7/28/2016 Florida Building Code Online
17232.6 HUS24-2, HUS44, HUS24-3 Slant Nail Joist Hanger
Limits of Use Installation Instructions
Approved for use in HVHZ: No FI 17737 R2 n ESR-3445(Face Mount).odf
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: FL17232 R2 AE ESR-3445(Face Mount).Ddf
17232.7 HUS26, HUS28, HUS210, HUS175, Slant Nail Joist Hanger
HUS177, HUS179, HUS26-2,
HUS28-2, HUS210-2, HUS212-2,
HUS214-2, HUS46, HUS48, HUS410,
HUS412, HUS414, HUS26-3,
HUS28-3, HUS210-3, HUS212-3,
HUS214-3
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17232 R2 II ESR-3445(dace Mount).odf
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: FL17232 R2 AE ESR-3445(Face Mount).odf
17232.8 JL24,IL26 Standard Joist Hangers
Limits of Use Installation Instructions
Approved for use in HVHZ: No FI 17232 R2 h ESR-3445(Face Mount).odf
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: Ft 17232 R2 AE ESR-3445(Face Mount).odf
17232.9 J1.28,JL210 Standard Joist Hangers
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17232 R2 II-FSR-3445(Face Mount).odf
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other. FL17232 R2 AE ESR-3445(Face-Mount limug*
17232.10 JN26-2, JN28-2,JN26E,JN28E, Power Nail Hangers •• : •• 0
]N210E 00009•
•
Limits;of Use Installation Instructions+•••• • 0 •
Approved for use in HVHZ: No
FL17232 R2 II ESR-3445s4Fgr6e Moun ).ndf•• :90
Approved for use outside HVHZ:Yes Verified By: ICC EvaluaIgn Sere ice, LLC •
7h • 0000 0000•
Impact Resistant: N/A Created by Independent 3rd Party: . •
Design Pressure: N/A Evaluation Reports """ 0
Other, FL17232 R2 AE ESR-3445(Face Moun►). odf 0 .•.•••
17232.11 JUS24,JUS24-2,JUS44,JUS24-3 Slant Nail Joist Hanger • • • • ••••••
Limits of Use Installation Instructiods •0• i••••i
Approved for use In HVHZ:No FL17232 R2 II ESR-34450CFac2Mount)�bf�� 0 • •
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLG• •
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:N/A �i• (e �. valujtion2RAEoE R_3445(Face Mount).odf
Other. \/
17232.12 JUS26 JUS28,JUS210,JUS36, Slant Nail Joist Hanger
JUS310,3US26-2,JUS28-2,
JUS210-2,JUS212-2,JUS214-2,
JUS46,JUS48,JUS410,JUS412,
JUS414,JUS26-3,JUS28-3,JUS210-
3,JUS212-3,JUS214-3
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL 17232 R2 II ESR-3445(Face Mount).odf
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other, FL17232 R2 AE ESR-3445 (Face Mount).odf
17232.13 LGU325, LGU363, LGU525, MG1.1363, Girder Hanger
MGU525, MGU550, MG1.1562,
MGU700, HGU363, HGU525.
HGU550, HGU562, HGU700,
HGU725, HGU900
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes Fl 17232 R2 II ESR-3445(Face Mount) pd_f
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC
o.,-.----..,r_mnn,.,tnm.nnrrr.mVmPoWnFY51o%2bstZzvAkrvHak%2MZVWNLSXYg%3d%3d 3/5
./,/
ESR-3445 I Most Widely Accepted and Trusted Page 11 of 21 ]""
TABLE"US SLANT NAIL JOIST HANGER ALLOWABLE LOADSIAM
DIMENSIONS(in.) FASTENER SCHEDULE ALLOWABLE DESIGN LOADS(lbs)
STOCK STEEL Header Joist Download Uplift
NO. GAGE W H D A Qty Type Qty Type C.,-1.0 Co=1.15 C.=1.25 Co=1.6
JUS24 18 19/,e 3'/e 13/4 1 4 10d Common 2 10d Common 675 775 835 510
US26 18 19!16 413/,8 13/4 1 4 10d Common 4 10d Common 870 1000 1080 1115
JUS28 18 19/1a 66/a 13/4 1 6 10d Common 4 10d Common 10 1270 1375 1115
JUS210 18 19/,6 7374 13/4 1 8 10d Common 4 10d Common 1350 1545 1670 1115
JUS36 18 29/16 5'/4 2 1 4 16d Common 4 16d Common 1040 1185 1220 1355
JUS 18 29/1s 63/4 2 1 6 16d Common 4 16d Common 1325 1510 1645 1355
JUS310 18 29/16 9'79 2 1 8 16d Common 6 16d Common 1845 2105 2290 1980
JUS24-2 18 3'/e 37/1e 2 1 4 16d Common 2 16d Common 805 920 965 325
JUS26-2 18 3'/a 51/4 2 1 4 16d Common 4 16d Common 1040 1185 1220 1355
JUS28-2 18 3'/a 714 2 1 6 16d Common 4 16d Common 1325 1510 1645 1355
JUS210-2 18 3% 9'/a 2 1 8 16d Common 6 16d Common 1845 2105 2290 1980
JUS212-2 18 3'/a 11'/s 2 1 10 16d Common 6 16d Common 2130 2430 2640 1980
JUS214-2 18 3'/a 13% 2 1 12 16d Common 6 16d Common 2420 2755 2995 1980
JUS44 18 3% 31/4 2 1 4 16d Common 2 16d Common 805 920 965 325
JUS46 18 35ia 5 2 1 4 16d Common 4 16d Common 1040 1185 1220 1355
JUS48 18 35/a 67/8 2 1 6 16d Common 4 16d Common 1325 1510 1645 1355
JUS410 18 397. 87/a 2 1 8 16d Common 6 16d Common 1845 2105 2290 1980
JUS412 18 35/a 10'1/e 2 1 10 16d Common 6 16d Common 2130 2430 2640 1980
JUS414 18 35/a 12'/a 2 1 12 16d Common 6 16d Common 2420 2755 2995 1980
JUS24-3 18 45/6 23/4 4 16d Common 2 16d Common 805 920 965 325
JUS26-3 18 45/9 4'/z 2 1 4 16d Common 4 16d Common 1040 1185 1220 1355
JUS28-3 18 45/a 63/6 2 1 6 16d Common 4 16d Common 1325 1510 1645 1355
JUS210.3 18 45/6 83/8 2 1 8 16d Common 6 16d Common 1845 2105 2290 1980
JUS212-3 18 45/1, 103/a 2 1 10 16d Common 6 16d Common 2130 2430 2640 ...1980
JUS214-3 18 45/a 123/a 2 1 12 18d Common 6 16d Common 2420 •2755, 2 .••'*980 ......
For SI: 1 inch=25.4 mm,1 lbf=4.45 N. • • •
'Allowable loads have been adjusted for load duration factors,CD,as shown,in accordance with the NDS.The altMVe loads dE ho?appiy to'•""
loads of other durations,and are not permitted to be adjusted for other load durations. See Sections 4.1 ana 1I0?lb?additional dWign and •
installation requirements. •••• .••• • •
ZAllowable loads shown are for installations in wood members complying with Section 3.14.2.Wood membe-s QWst'also h6g argibrenoe.. •
compression perpendicular to grain design value,Fo-wp,of 625 psi(4.31 MPa)or greater. • 00 0 00000
•
3See Section 3.14.3 for required fastener dimensions and mechanical properties. • • • • •
4JUS hangers provide torsional resistance,up to a maximum joist depth of H+1 inch(H+25.4 mm)where tordldhaltbsistance's dd ied as a••••••
moment not less than 75 pounds(334 N)times the depth of the joist at which the lateral movement of the••tep on tottom of the joist with •0
respect to the vertical position of the joist is 0.125 inch(3.2 mm). • • glr• • ••• ••
SJoist nags must be driven horizontally into the joist at an angle of 30-to 45-degrees from normal,such that iiey p2netrate 4methe joist 0 •
and into the header. ' 0000 :Goes:
• •
` A
TYPICAL J 115
INSTALLATION
FIGURE"US SLANT NAIL JOIST HANGER
Florida Building Code Online . r osv, i "` J
=N7' /5
Business &
Professional R'g ►
Fkilida Sas rk�me I tno sn ; user R99W+a0+ I ria Top a ! Submit sur4w" I suss&Fam i Pab+katloos I Fac Starr I SCIS Sxe r+ar 1 tanks Search i
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�® Product Aoomf!Mu>Product or Aoollratfen Sears j>Aonlleacbn List>AYWp1iCU0n DISaA /D-j
# R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived n
Product Manufacturer Nu-Vue Industries Inc.
Address/Phone/Email 1055 E 29th street
Hialeah,FL 33013
(305)694-0397
vtolat*sbcg lobal.net
Authorized Signature Maria Guardado
vtolatOsbcglobai.net
Technical Representative
Address/Phone/Email
Quality Assurance Representative •
Address/Phone/Email • • s••• ••••••
CategoryStructural Components •••••• •• • ••••••
•
Subcategory wood Connectors •••••• • • •
•••• •••• • •
Compliance Method Evaluation Report from a Florida Registere&Arthitect or a*trioeaAd •••••
Florida Professional Engineer •••••• •• • ••i•••
Evaluation Report-HardcopyRecei • ' ' 00 0000
•
Florida Engineer or Architect Name who developed Vipin N.Tolat : • : ••• • ••••:•
the Evaluation Report • • • • •
PE-12847 • • • ••••••
Florida license •• • •••• • •
Quality Assurance Entity National Accreditation&Management Institute • • •
Quality Assurance Contract Expiration I)ate 12/31/2016
Validated By )esus Gonzalez,P.E.
;!G Validation Checklist-Hardcopy Received
Certificate of Independence F 16294 R2 Cot scan0205.odf
Referenced Standard and Year sof Standard) 2011111111111111A YAK
AISI S100 2010
ASTM D1761 2006
MDS 2012
Equivalence of Product Standards
Certified By
Sections from the Code
U++ o-//,tx xn%j flr%r;rlahssilclincLnra/nr/nr aw) dtl.aSDX9Daram=wGEVXQwogsNc735fObM... 12/11/2015
Florida Building Code Online
Product Approval Method Method 1option D
Date Submitted 08/31/2015
Date Validated 09/01/2015
Date Pending FBC Approval 09/07/2015
Date Approved 10/16/2015
Sum of Products
FL# Model,Number of Name Description
16294.1 ABS,AB7,NVHC 37,Tables 16 and 18 gage angle Clips and 5 way grip dip
17
of use Installation Instructions
Limits Fl 16294 R2 SI �An0349. f
Approved for use In HVHZ:Yes Verified BY:Vipin N.Tolat,P•E•PE 12847
Approved s use outside HVHZ:Yes Created by Independent Third Party:Yes
Impact Resistant WA Evaluation Reports
Deign Pressure:N/A FL16294 R2 AE scan0349 odf
Other: Created by Independent Third Party:Yes
16294.2 NVBH 24 and NVUH 26,Tables 2 Joist hangers
and 3
Limits of use Installation Instructions
Approved for use in HVHZ:Yes FLi629d 2 II cra120349.1&f
Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847
impact ReWstsnt:N/A Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
FL�6294 R2 AE c;an0349 odf
Other" Created by Independent Third Party:Yes
716294=.3 NVHCR,NVHCL,NVSTA,NVHTA IB gage Hurricane dips and 14 gage single and double
Tables 9,10,11 Straps
Limits Of use installation instructions
Approved for use in HVHZ:Yes FLS 6294 R2 II an0349.odf
Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847
Impact Resistant:WA Created by Independent Third Party:Yes
Evaluation Reports ••••
Design Pressure:WA FL16294 R2 AE 5Can0349� • •••••• •••••
Other. Created by Independent Thirtl��+ty:•fes •
IL
•
16294,4 NV3H,NVSO Tables 12 and 13 18 Gage and 16 Gage Joist hanget • •
Inutslletion Instructions ••• •••• •••••
Limits Of Use FLi62^" n� r. nn3dC,nd{ •
Approved for use in HVHZ:Yes • • •
Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat,P.LR�PER2847 •••• ••.•
Created by Independent Thl"%a ;,Yes •o . *:of
•
impact izy�rit:N/A • • • • •
Design Pressure:WA Evaluation
RISPOM
FL1294 2 A n0349 ani •• • •• •••••
Ott- Created by Independent Thitd•fiwWv Yes • ••
•
14 Gage Flat and twisted rafter ties, "'•••
r1694.5 NVRT,Table 4 Instsibition Instructionslts c!Use Ft+6294 R2 1I scan0349.oproved for use in HVHZ:Yes pproved for int outside HVHZ:Yes Verified By:Mpin N.Tolat,P.E.PE IZS47
impact Reslsbmtl N/A Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
FL:6294 n f Ac ��ann ldO,nljf
other: Created by independent Third Party:Yes
16294.6 �NVSNP3,NV 358,NV 458,Tables Skewed Naii Plate and 14 Gage double straps•
Limits of use Installation Instructions
Approved for use in HVHZ:Yes s1+6294 R2 II scan0349.odf
Approved for use outside HVHZ:Yes Verified BY: ndep N.entTolT,P.E.Party:
12847
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:WA Evaluation Reports
Other' X16294 R2 AE sean0349.odf
Created by Independent Third Party:Yes ij
F16294.7NVSTA,NVHTA Tables 20 and 21 14 Gage Single and Double Straps
Installation Insbvetions
e R2 II c�.• 042 &
or use in HVHZ:Yes FLio294for use outside HVHZ:YesVerified By:V1pin N.Tout,P.E.PE 12847
istaest:WACreated by Independent Third Party:Yes
ssure:N/AEvaliwtlon���
.4+1 aerY%nram=wGEVXOwtDgsNc735fObM... 12/11/2015
Page 6 TABLE 4
NVRT Flat and Twisted Rafter Ties 1"x14 G
NVRT Wood to Wood
16d Fasteners Maximum Uplift Load (lbs)
Length Product Gouge TOTAL ,�" : Fiat Ties Twisted Ties
(in) Code 6 3 5W 5 588 5
12 NVRT-12 14 8 4 725 724
16 NVRT-18 14 10 5 861 880
12 B 998 996
18 NVRT-18 14 1132
14 7 1135
20 NVRT-20 14
NVRT Wood to Concrete
22 NVRT-22 14 No. of 16d nails No. of r diameter Maximum Uplift
24 NVRT-24 14 to Wood Framing Tapcons to Concrete Load (lbs)
3 3
588 e
34 NVRT-30 14 7
4 4 22
36 NVRT-36 14 5 4 856 .
48 NVRT-48 14 6 5 991
7 5 1128`i
Notes:
—��- Do not
T"
1. Specify 'F' for Flat and ' for Twisted when use circled ••
ordering. hes••• ••16d •••• •
2. Fastener values are based on a minimum A7 ," • • 0 0 0 0•
thick wood members. • J•Tapcops •
3. • indicates no. of nails in each connectedt "L • '• • •
• wood member. _! it- o • •
00000
O • ••••.
1 t •
l 4. ITW topcons shall be embedded a minimum of O p••
lk into concrete tlebeam or tiebeam formed •
kwith concrete flied masonry. ITW tapcons shell '• ' • '
have a min. edge distance of 2}" and minimum NVRT Anchor : • . ••.•:•
staggered spacing of 1`a" as shown. Holes dia. ' • • ' •
5. use only in Nan—HVHZ. UPLIFT ••• 0
6. For Uplift loads CD-1-6
a c..
f
LENGTH
FLAT ,yy+
HALF HALF
Connected Connected
to truss to Wali
2j' Min: edge distance
1" LENGTH Tie Seam formed with
TWISTED concrete flied masonry or
concrete tie beam
•729/2016• Florida Building Code Online
i�
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Prod=Aoorovai Menu>Product or Aooliradon Search>Aoolicatfan List>Application Detail
FL# FL10446-R4
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments _
Archived 10
Product Manufacturer Simpson Strong-Tie Co.
Address/Phone/Email 2221 Country Lane
McKinney,TX 75070
(972)439-3029
rshackelford@strongtie.com
Authorized Signature Randall Shackelford
rshackelford@strongtie.com
Technical Representative Randall Shackelford (new)
Address/Phone/Email 2221 Country Lane • •
McKinney,TX 75069 • ••• • •
(972)439-3029 •• • •• • •
rshackelford@strongtie.com ..•••• •• • :"*e
••.••
•
'••• •••• •
Quality Assurance Representative Shelby Troth • • • •
Address/Phone/Email 5956 W. Las Positas Blvd •••• 0009 •0:0•
Pleasanton, CA 94588 •••••• •• • *0000
(925) 560-9000 Ext 9049 •••••• i ••• *000:0
•
stroth@strongtie.com •
Category Structural Components • • • • •
Subcategory Wood Connectors •• • •••• • •
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity IAPMO Uniform Evaluation Services LLC.
Quality Assurance Entity Benchmark Holdings, L.L.C.
Quality Assurance Contract Expiration Date 12/31/2016
Validated By IAPMO Uniform ES
Certificate of Independence F 10446 R4 COI CERTIFICATE OF SNDEPENDENCE IAPMO UES-PDF
Referenced Standard and Year(of Standard) StandardYear
ASTM D1761 2000
ASTM D7147 2005
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2012
Equivalence of Product Standards
Certified By Approved Testing Lab
FI 10446 R4 Eauly D1761 and D7147 Eauivalence.odf
--_.. -......._..,e m/vr,.,+nN.4enrIHRIdA7hAmTrklxfx%2fhK01xzb6YCaGQNHIRJ4y%2bQ%3d%3d 114
7/29J201G Florida Building Code Ondine
Sections from the Code
Product Approval Method Method 1 Option C
Date Submitted 06/05/2015
Date Validated 06/09/2015
Date Pending FBC Approval
Date Approved 06/15/2015
Summary of Products
FL# Model,Number or Name Description
10446.1 A21,A23,A33,A34,A35,A44 Angie
Umits of Use Installation Instructions
Approved for use In HVHZ:Yes FL i 0446 R4 II ER 0112 Clips-Ties.pdf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other.In HVHZ, if used to resist roof uplift provide F j0446 R4 AE ER 0112 Clips-Ties pdf
supplemental connection to achieve minimum 700 lbs. uplift
10446.2 DSP, SSP Stud Plate Ties
Umits of Use Installation Instructions
Approved for use In HVHZ:Yes FL10446 R4 II ER 0112 Clips Ties.Rd_f
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other.In HVHZ, if used to resist roof uplift provide FL»6 R4 AE ER 0112 Cops-Ties.pdf
supplemental connection to achieve minimum 700 lbs. uplift
10446.3 FC4, FC6 Framing Clips
Umits of Use Installation Instructio s • •
Approved for use In HVHZ:Yes Flt 0446 R4 II ER_011a CI i 4Tiies.pdf •••• •••0:0
Approved for use outside HVHZ:Yes Verified By: IAPMO Unifotrfi Evaluatiorj Srlr^ps LLC. ••
Impact Resistant: N/A Created by Independent+TMOd+Party: •• • 900000
Design Pressure: N/A Evaluation Reports 0 0 0*0 0 0 a 0
Other: Ft 1 0446 R4 AE ER 0112�Cns-Ties.pdf0•• •0000-
• •
10446.4 FSC Floor Span Connector , 0000
• +
Umits of Use Instaliation Instructions 0 0 9 *0 000080
Approved for use in HVHZ:Yes FL 10446 R4 II ER 0112Lics Zies,Rdf •
Approved for use outside HVHZ:Yes Verified By: IAPMO Unl:orm•EVhluation Services LLCM • 9+
Impact Resistant: N/A Created by Independent Third Party: *0 0••0
Design Pressure:N/A Evaluation Reports : 000 • 000900
Other; F 10446 R4 AE ER 01 i!b Clips•Ties pdf*0*• 0
10446.5 FWANZ Foundation Wall Angles
Umits of Use Installation Instructions
Approved for use in HVHZ:Yes Fl 10446 R4 II ER 0112 Clips-Ti pdf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other. FL10446 R4 AE ER 0112 Clips-Ties.Rdf
10446.6 GA1, GA2 Angles
Umtts of Use Installation Instructions
Approved for use In HVHZ:Yes FL 10446 R4 II ER 0112 Clips-Ties.pdf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other. In HVHZ, if used to resist roof uplift provide FL 10446 R4 AE ER 0112 CliRs Ties.pdf
supplemental connection to achieve minimum 700 lbs. uplift
10446.7 H10A, H10A-2, H10S, H14 Hurricane Tie
Umits of Use Installation Instructions
Approved for use in HVHZ:Yes F 10446 R4 II ER 0112 Clips-Ties.odf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other: FLI0446 R4 AE ER 0112 Clips-Ties pdf
A ,,..„ ..,,.,=,.,r_P%nr'kL4 envlcnriHR14A7hAmTOOafx%ZhK0:xzb6YCaGQNHIRJ4y0/o=%3d%3d 214
7R9/2016• Florida Building Code Ovine
0446,8 H2A, H2.5T, H8, HGA10 Hurricane Tie
LJmlts of Use Installation Instructions
Approved for use in HVHZ:Yes F 10446 R4 II ER 0112 Clins-Ties.pdf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party.
Design Pressure: N/A Evaluation Reports
Other:In HVHZ, if H2A, H2.5T, or HGA10 is used to resist F 10446 R4 AE ER 0112 Clips-Ties.ndf
roof uplift provide supplemental connection to achieve
minimum 700 lbs. uplift
10446.9 HH4, HH6 Header Hanger
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F 10446 R4 II ER 0112 Clips-Ties.pdf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other.Use F3 direction load,CD=1.6 for uplift load when F 10446 R4 AE ER 0112 Clips-Ties.pdf
Installed per installation drawing.
10446.10 L30, L50, L70, L90 Angles
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes F 10446 R4 II ER 0112 Clips-Ties.pdf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure, N/A Evaluation Reports
Other.In HVHZ, if L30 or L50 are used to resist roof uplift F 10446 R4 AE ER 0112 Clips-Ties.pdf
provide supplemental connection to achieve minimum 700
lbs. uplift
10446.11 LCE4 Post Cap
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes Fl 10446 R4 II ER 0112 Clips-Ties.pdf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other. FL30446 R4 AE ER 0112 Clips-Ties.pdf.
10446.12 LS30, LS50, LS70, LS90 Skewabie Angle •r.• • •
UmIts of Use Installation Instructions..•• ••'• 00000*
Approved for use in HVHZ:Yes F110446 R4 II ER 0112"a"- es.pdf � 0 �
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.*•.•••
Impact Resistant:N/A Created by Independent Mild Warty: •"". ' '
Design Pressure: N/A Evaluation Reports 6000 •••• •••••
Other-In HVHZ, if LS50 or LS70 are installed with 1-1/2" FL10446 R4 AE ER 010F*PgTies p�f• • ••:•.•
nails, or LS30, is used to resist roof uplift provide •a •• • •• ..••••
supplemental connection to achieve minimum 700 lbs. uplift ..... •
• •
10446.13 LTP4, LTP5 Tie Plate !60909
••••••
Umlts Of Use Installation Instructions. i 0000
• a
Approved for use in HVHZ:Yes F7 10446 R4 II ER 0112 Cligs-Ties.pdf • 0
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other. Fl.?0446 R4 AE ER 0112 Clips Ties.pdf
10446.14 RBC, RBCP Roof Boundary Clip
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes EL10446 R4 II ER 0112 Glips-Ties.pdf
Approved for use outside HVHZ:Yes Created By; IAPMO
Unifendentorm
Thiparty on Services LLC.
Impact Resistant: N/A y
Design Pressure: N/A Evaluation Reports
Other: F 10446 R4 AE ER 0112 Glip1-TieaX f
10446.15 TIC37 Truss Jack Clip
Umits of Use Installation Instructions
Approved for use in HVHZ:Yes F 10446 R4 II ER 0112 Clil2s-Ties.odf
Approved for use outside HVHZ:Yes Verified By: IAPMO Uniform Evaluation Services LLC.
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other.In HVHZ, if used to resist roof uplift provide FL10446 R4 AE ER 0112 Clips-Ties.pdf
supplemental connection to achieve minimum 700 lbs. uplift
10446.16 Z2, Z4, Z44 Panel Stiffener Clips
Umlts of Use Instaliatlon Instructions
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EVALUATION
Number:
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TM Originally Issued: 08/2008 Revised: 08/29/2014 Valid Through: 0812015
TABLE 7: ALLOWABLE LOADS FOR H HURRICANE TIES
ALLOWABLE LOADS'-2-3A6 (lbs)
FASTENERS(Quantity-Type) UpiifN Lateral Cr-1.6
MODEL NO.
To Rafter To Plates To Studs CD=1.6 Ft4 F2
H2A 5-8d x 1'/z 2-8d x 1'/2 5-8d x 1%: 575 130 55
H2.5T 5-8d 5-8d - 545r 135 145
H8 5—10d x 1 % 5--10d x 1 '/2 - 795 95 90
H 10A 9-10d x 1 % 9-10d x 1 '/2 - 1,140 590 285
H10A-2 9—10d x 3 9—10d x 3 - 1,245 815 260
H10S 8-8dx1% 8-8dx1'/s 8-8d 1,0107.6,9 6606s 2158
12-8d x 1'/1 1 13-8d - 1,350 725 285
H14 12-8d x 1'/2 E-15-8d - I 1,465 670 230
HGA10 4—SDS 1/4x 4—SD3S1/4x _ 695 1,165 94010
SI:1 inch=25.4 mm,1 lbs=4.45 N
1. Allowable loads are for one anchor. A minimum rafter thickness of 2'%Inches shall be used when framing anchors are installed on
each side of the rafter and on the same side of the plate.
2. Allowable simultaneous loads in more than one direction on a single connector shall be evaluated as follows:
Design Uplift/Allowable Uplift+Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate+Design Lateral Perpendicular to
Plate/Allowable Lateral Perpendicular to Plate<1.0. The number of terms considered in the equation is dependent on the designer's
method of calculating wind forces and the utilization of the connector in the structural system.
3. The loads have been increased for wind or earthquake loading using the tabulated value of Co with no further increase is allowed.
Allowable loads shall be adjusted when other load durations govern.
4. Allowable loads in the F,direction are not Intended to replace diaphragm boundary members or prevent cross-grain bending of the truss
or rafter members. 0000
5. When cross-grain bending or cross-grain tension cannot be avoided in the members,mechanical reinforcement of%a wood members ����••
to resist such loads shall be considered. • • •
6. Hurricane Ties are shown installed on the outside of the wall for clarity. Installation on the inside of the w�l'Is adbeptable.�Fi s ••
Continuous Load Path against uplift loads,connections in the same area(i.e.truss to plate connector and plats Jag"connect% ••••:•
be on same side of the wall. •••••• • Loos:
7. Allowable uplift load for the H2.5T and H10S with 8dX1'h fasteners is 425 lbs and 550 lbs,respectively.
8. H1 OS nails to plates are optional for uplift loads but required for lateral loads. *go* •••• • •
9. For H1OS,the stud may be offset 1 inch maximum from center of rafter for reduced uplift and F,load capacitiA o l&&lbs and%iIM 6 •••••
respectively. 0 • •
10.HGA10 F2 value is for load acting toward the connector.For load away from the connector,F2=780 lbs. •i• i ; • • •••••
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