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SIMPSON
.
Two (2) LTT19 's will be anchored to the joist strapping material the tower to the y ,
*
subfloor at the corners diagnal from the two (2) bolted corners. The ties and bolts
will be installed within the tower (keeping the walkway clear).
LTT!MTT /HTT Tension Ties
Tension ties offer a solution for resisting tension loads that is fastened with nails. i -
The entire line of tension ties has been tested and evaluated to the requirements of .1:
AC155. .
NEWT The HTT4 and HTT5 are the latest generation of tension ties. They feature an 1 ! .
optimized nailing pattern which results in better performance with less deflection.
Designed to meet new code standards, the HTT4 and HTT5 offer higher loads than
their predecessors the HTT16 and HTT22. For an added benefit, the HTT5 installs Load Table
with 6 fewer nails than the HTT22. Gallery of Images
Code Reports
The LTT1 9 Light Tension Tie is designed for 2x joists or purlins and the LTT2OB is Drawings
for nail- or bolt -on applications. The 3" nail spacing makes the LTT2OB suitable for Catalog Page
wood I- joists with 10dx1 1/2 ". The LTTI31 is designed for wood chord open web Anchoring Solutions
truss attachments to concrete or masonry walls and may also be installed vertically Related Categories
Technical Bulletins
on a minimum 2x6 stud. Fliers
Featured Literature
Material: See table. Help for downloads
Finish: Galvanized. May be ordered HDG; Contact Simpson Strong -Tie.
Installation:
• Use all specified fasteners. See General Notes.
• For use in vertical and horizontal applications.
• To tie double 2x members together, the Designer must determine the fasteners required to bind members
to act as one unit without splitting the wood. See SDS values.
• Refer to Anchor Designer Software TM for ACI 318 for anchoring solutions.
Gallery: A. top
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ow to see larger image
- •I Wt+- • 1
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1.
i LTTI31 LTT2OB HTT5 HTT22
(LTT19 similar) (HTT4 similar) (HTT16 similar)
:-s
L 7 ,�u U.S. Patent U.S. Patent
3J 3' 5,467,570 5,467,570
J i . '
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iii: I'. ;' i r� - . .. , t 11..: 7..::::
■ q `'` Horizontal Horizontal LTT19 Installation Vertcal HTT22
1 LTTI31 (LTT2OB similar) Installation
`L? • Installation
I o
' o ension ties, per ASTM test standards, anchor bolt nut should be finger -tight plus 1/3 to 1/2
c
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" turn with a haled wrench, with consideration given to possible future wood shrinkage. Care
should be taken to not over - torque the nut. Impact wrenches should not be used.
Load Table: See code report listings below atop
• These product are avavbble with adddlonal corrosion protection. Additional products on this page may also be =Noble with this option, check wrth Simpson Strong -Tie for details
.
Ma terial (tie) - • ' : Din> .. - . . Fasteners. -: Allowable: Tension Loads (160) .• :
M t e k, -------- ------ at Highest o : .
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�trae'� Pl W 1: : °' °' �: � - ,np�° �: � or Botts : Fsateaer's _ .�r•OF /5P`• `:_�' - _ � SPF/HF 4 � ` a11 n ,�A a n�,+• - _____
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LTT19' 16 3 1% 19'rfi 1% Vie ' is or% -- -- _ . . -._ - .__ - _ _- __ ,._._— _..._.r _- .._- _.
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LTT20B' 12: 3 .2 7•`1935. i 1+ *fie. %.%or.34 'J1`1�' 1500:' 12;)0 : - - `?ti';
..'= � F};'1iGlS ' 14110 D1i3
LTTI31' 1= ....1 3 3' _ 31 ..� 1% Y4 3�a 18- 10dx1'% 1 ; :) _:.._ __ ......_.,._.......
MTT286::: Deleted - See HTTS ar:HTT22 - _.. - .
F 4C1 -I0rL , ?i ,, „ `
ID .HTT16 J 11 — 2% • 16 _.._ . _1% _._ lA. % • le,-1613$•2! '395-5'.:,..: '4:1 - 24
ND FIT f'? 11 ll: „r. '.. :...., c �1 (i;I ,12,i2; . ,1 ``
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ID HTT22 • 111 --- _... -2 - - /As-_ - -46_ L 32.104 ,}yi a: 5fit 1:7:2
1. The Designer must specify anchor bolt type, length and embedment
See SB Anchor Bolts. Refer to Anchor Designer Software"' for ACI 318 for anchoring solutions.
2. Allowable loads have been increased for wind or earthquake load durations with no further increase allowed; reduce where other load durations govern.
3. Allowable loads are based on a minimum lumber thickness of 3 ".
4. If a 1/2" or 5/8" anchor bolt is used for the LTT19 or LTT20B, add a standard cut washer to the seat. No additional washer is required for a 3/4" anchor bolt.
See table for appropriate anchor bolt sizes.
5. If the base of the LTTI31 Is installed flush with a concrete or masonry wall, then the allowable load is 2285 lbs
6. Tension values are valid for holdowns flush or raised off of sill plate.
7. Allowable tension load with a bearing plate washer BP5/8 -2 (sold separately) is 5395 lbs. for HTT5 and 4265 lbs. for HTT22.
8. Deflection at Highest Allowable Tension Load includes fastener slip, holdown elongation, and anchor bolt elongation (L = 6 "). Additional elongation of anchor
bolts shall be accounted for by the Designer when holdowns are raised higher than 6 ".
9. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers. Values in the tables reflect
installation into the wide face. See technical bulletin T SCLCOLUMN for values on the narrow face (edge).
10. NAILS: 16dx2 112= 0.162" die. x 2 1/2" long, 10d = 0.148" dla. x 3" long, 10dx1 1/2= 0.148" dia. x 1 1/2" long. See other nail sizes and information.
Code Reports (PDFs): *too
LEGACY REPORTS
IAPMO ES ICC - ESR ! CITY OF LOS ANGELES STATE OF FLORIDA ICC -ES NER ICC -ES ER ICC -ES ES
ER
HIT ,,
See specific model numbers for code listings.
HTT16 ER-130 FL503 •
HTT22 . ER-130 RR25293 FL503
LTT See specific model numbers for code listings.
LTT19 ER -130 RR24818 F.47
LTT2OB ER -130 RR24818 FL474
LTTI31 ER -130 RR24818 FL474
MTT See specific model numbers for code listings.
�+�� - Design and build base structure for center "column ".
- Apx. 80 sq ft base to insure stability.
Please refer to Kiosk Top View blueprint for additional
anon _ contex
Inori, LLC
Project Manager: John Mc Elheran Installer: J -Mac Inc.
Cell: 503 - 267 -8955 PO Box 3312
Phone: 503 - 477 -4863 Oregon City, OR 97045
Fax: 503 - 719 -5754 CCB #118851
T: 503 - 267 -8955
F: 425.771.5097
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_1 m . /q
e ' 34.00 cm / 13.39"
G o o h o
° o ° 0 0 � ' 3 S ,-, oil
.7,.
100.00 cm / 39.37"
v v CA N 0 i
_. V
A 60 A
V -
34.00 cm / 13.39"
I ' 124 cm 148
13640 an / 53.54"