HomeMy WebLinkAboutseptic info including future site info r ' �
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O O CI'T'Y OF ORONO
,a � Municipal Offices
�',, �, Street Address Mailiag Address:
� �j'�' 2750 Kelley Parkway P.O. Box 66
'Z.9 4'�i Orono,MN 55356 Crystal Bay,MN 55323-0066
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To: The Current Owner of Address 2900 DEER RUN TR
City Ordinance requires that onsite sewage treatrnent systems in Orono be inspected on a
periodic basis. The onsite sewage treatment system at the above address has been inspected and
the following is known about the system. A sketch of the known components of the system is
available for most properties at the Orono City Hall.
Imminent Public Health Threat
Yes �No
If yes, please contact the Onsite Systems Manager at 954-249-4626 within 10 days of receipt of
this notice. The septic system must be brought into compliance within 90 days. Failure to do so
will result in refenal to the City Attorney for legal action.
System Identified as Non-Compliant
Yes �No
If yes, system must be brought into compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tank(s) PumB.out Needed
Yes ✓
No
The city recommends the septic tank(s) and/or lift tank be serviced and pumped out every three
(3) yeaxs. City records indicate the tank(s)were last pumped out on �''- /3-b�
The tank(s) should be cleaned through the manhole and not through the inspection pipes, this
allows for proper cleaning.
Comments:
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Inspector: Date of Inspection: �o ''��
Telephoae (952) 249-4600 • Fax(952) 249-4616
www.ci.oroao.ma.us
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• • • •
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To: Orono residents on mound type septic systems
From: Wiilie Gibbs, ISTS Manager
Date: May 10,2Q06
Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder
Do plant and maintain a full cover of grass and keep mowed to a normal height, this grass cover aids
in the evaporation of large amounts of effluent(the liquid left after the "other" stuff has been removed)
in the summer time and allows the mound system to help breakdown nitrogen in the etfluent.
Do water the grass over the mound in extreme dry conditions, sparingly.
Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especially true in the
winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potential
freezing problems.
Do inspect your mound system annualiy for winter kill, (reseed if necessary) animal damage,
(burrowing}or signs of potential failure.
Do not plant trees or shrubs on the mound system, smaller trees and shrubs may be planted at the
edges. Remember,that sunshine is the key to a healthy mound system.
Do ask questions, if you have any concerns or questions concerning your mourad system
please feel free to call me, i can be reached at 952-249-4626.
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��-_ � - CITY of ORONO
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*� '�� �,(�1 "- �, J Municipal Offices
'�`�'i,� ���.��,.'�,�4'';��;� G,y/� O O
•�:�� �, , y�;h��t � Street Address: �15a'a�q"�6 Mailing Address:
�`���9�ES�p'4��%� 2750 Kelley Parkway P.O. Boz 66
���---�� Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: ����� ���'� �` �'` �"
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-31: „�
i "CODE SYSTEM"An ISTS which meets all the location,design and construction standazds of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS whicli does not meet all the location,design and construction standards of the current Orono
Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and
which is not failing or an in�minent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may
or may not meet all the location,design,or conshvction standards of the cuaent Orono Municipal Code and which is failing for any
. I reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil chuacterisdcs.
i
TANK CONDITION(5-7): �
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped � ' 1 3 � U,� ).
Make sure seatic tanks are aumaed throush manhole and not throush white insaection aiaes. This allows for the prouer
cleanins Keep�vater softner and iron fitter dischar�e out of septic svstem to prolone life of draintield. Ask pumuer to test
alarm float to verifv alarm is still workins in vour house. The alarm warns owner that septaee is about to backun into basement.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
DR.AINFIELD CONDITION(8-101: �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS:
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Date of Inspection Septic System Inspector
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�� CITY of URONO
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� �f;�-�;t'��� Streat Addross: . MailinQ Address:
`�Eg$Og' 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: 0�900 Oeer R�� 7�q: �
City Ordinance 199 requires that each existing on-site sewage treatcnent system in Orono be inspected every two years.
The on-site sewage treatrnent system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): �
lO"CODE SYSTEM"An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" M ISTS which does not meet all the location,design and construction standards of the current Orono MuniciQal
Code but does meet the three foot separation requirement or two foot requiroment for systems installed 1996 or eazlier,and which is not failing or
an imminrnt threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS tocated within a designated 100-yeaz flood plain,any ISTS which may
or may not meet alt the tocation,design,or construction standards of the current Orono Municipai Code and which is failing for any reason;and
any ISTS with less than ttvee feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-71: S
Tank inspection indicates:
5� Pumpout not needed at this time.
6 Septic tanks must be pumped out this yeaz (city code requires tanks to be pumped out once every 3 yeazs.
Tank was last pumped S'r 3 ' a 7. ).
Make sure seatic tanks are�um�ed through manhole and not through white inspection uioes This allows for the
proaer cleanin¢. Keep water softner and iron filter discharge out of septic svstem.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
D INFIELD CONDITTON 8-10 : �
Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: Mo��U a� SeQ��- ���CS (ook OK.
�7—�.'03 �'r`c�' �
Date of Inspection Matt Bolterman- Septic System Inspector
Note: In the event that this mspection report is used to satisfy the requiremenu for a mortgage or other transfer of property,be advised that this report does not guarantee
or certity that an existing system will continue to function propedy,but is merely an opinion of the adequacy of the system under current conditions baud on the available
infortnation.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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�`�y���� CITY of ORONO
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�� �`�i���'�; �:i�'�� G,ti,ti Muntc�pal Offices
I�;�;��r ;;�4� Street Address: Maliln�Addreu:
� � 2750 Kelle Par1cwa
�H r Y P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: �e��- `' v�-�^��q� Address: a�t ob
Oee� R�� �r.
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two yeazs.
The on-site sewage treatment system at the above address has been inspecced and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-�: �
�1 "CODE SYSTEM" tln ISTS which meets a11 the locatioq design and constructioa standards of the cuaent Orono Muaicipal Code.
2 "COMPLIANT SYSTEM" An LSTS which does not meet all the locatio�design and construction standards ofihe currr.nt prono Municipal
Code but does meet the three foot separation requiremerrt,and which is not failing or an immineiR threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-yeaz IIood plain,any ISTS which may
or may not meet all the locatioq design,or constcuction standardy of the currurt Orono Municipal Code and which is failing for any reason;and
any ISTS with less than thcee feet of unsaturated soil or sand betwern the distribution device and the limiting soil characteristics.
TANK CONDITION(5-10): S
Tank inspection indicates:
QPumpout not naeded at this time.
6 Tank must be pumped out this year (city code requires tanks to be pumped out every 3 yeazs. Tank was last pumped � �� ),
7 Solidc accumulation in tanks is at a critical a critical level. Tanks should be pumped out as soon as possible.
8 Sy�stam is discharging W the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection riseis missing-tanks could not be inspected Inspection risas(4"dia.pipe)must be installed in each tanlc at next pumpout If tanks
have not been pumpad out within the last three yeacs,they should be pumped out now.
10 Inspection pipe is locatad direetly over taiilc ba@le(doa not give ucurata measurement of solids aecumulation). If tanks have not been pumped
out within the lact three years,thay should be pumped out now.
DRAINFIELD CONDITION 11-1� : l�
1 Drainfield'u dry,no surfacing evideat
12 Some avidrnce of surfacing,not critical yet
13 Draintield is saturated and visibly discharging artreatzd effluecrt to the surfaca Coruad the City Inspector immediately.Repairs must be
compltted withiit 90 days.
1� Draintield estrnt and wndition uaknown.
CO1vIl�fENTS: 5�Sfi e M l o o k5 p (�
6-s-- o � �� r
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Date of Inspection Septic System Inspeetor �
Note: In the evrnt that thi�ie�spection report is used to satisfy the requiremaAs for a moctgage or otha transfa of property,be advised that this report does not guarantee
or certify that an e�dsting system will continue to function ptoperly,but is maely aa opinion of the adequacy of the system under cuireac conditions baved on the availabte
information.
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�r y;,, � CITY of ORONO
� 15r Municipal Offices
��,� 1 G~ Street Address: Mailing Address:
`9x'�Hpg'� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
�
Owner: � � Address: 2900 Deer Run Tr.
Permit #'s: 7180 Dates: 7/25/95 Contractors: Hayes Exc.
(This is [�] an existing system [ ] new construction) .
S STEM COMPLIANCE (1-3) : 1
Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom of
the drainfield and the saturated soil level.
(The saturated soil level is [�] or is not [ ] identified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision.)
TANK CONDITION (5-9) : 5
5 Pumpout not needed at this time.
Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are [x] or are not [ ] water tight or the condition is [ ] unknown. If the tanks
are not confirmed to be watertight, this classification is subject to revision.)
D INFIELD CONDITION (11-14) : 11
1 Drainfield is dry, no surfacing evident.
1 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact
the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : low
COMMENTS:
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Date of Inspection ` epti System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone(612)249-4600 • Fax(612)249-4616
Joseph Olson D.B.A.
Rusty Olson's--Soil and Percolation Testing
Joseph J.Olson—MPCA License#810
11481 Riverview Rd.NE,Hanover,MN 55341
(763)498-8779 Fag(763)498-8290
FUTURE SITE FOR EXISTING HOUSE
October 24,2012
Robert Kaczke
2900 Deer Run Trail West
Orono,Hennepin County
This on-site Sewage Treatment System is designed for a future Type 1 Five-bedroom home in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances.
The periodically saturated soils were located at 26-28 inches(mottled soil).Due to the
periodically saturated soils,a pressurized mound system will need to be installed to treat the
septic effluent.The bottom of the treatment area must be located at least 3' above the saturated
soils.
The soils at a depth of 12"have a percolation rate averaging 4.5 MPI.
The two absorption areas do not overlap.
Keen all heaw euuiament off the pronosed treatment area.
The eausting septic tanks and lift station may be used upon approval of the local inspector.
The manifold and supply line must have back drainage to the pump chamber.The rock and fill
materials must be clean.The sod layer below the entire mounded area must be tumed over.Just
break up the sod and be sure not to over work.
Nothing other than grav water.(laundrv.sLowers.etc.�Hnman water and toilet tissue
should be disnosed of into the sentic tanks.Garbage disuos�ls are not recommended.
Additives must not be used:thev may caase harmful dama¢e to vour seutic svstem.It is
recommended that vou nump the tank everv vear for 1 tank,everv two vears for two tanks.
Sincerely,
i�
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✓� Joseph J.Olson
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,` Check a:ll undergound utilides
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aqvr� �r�R (tuN TRP�c. W.
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�Ba�c�s�d� Single 1-3/4" x 11-7/8" VERSA-LAM� 2.0 3100 SP Simple Hip\SH01
BC CALC.�3.0 Design Report-US 1 span�No canlilevers�8.5/12 slope Tuesday,November 20,2012
Build 517
File Name: Kaczke Job
Job Name: Kaczke Job Description:SH01
Address: Specifier: Rick Dorion
City,State,Zip:,MN Designer: Anthony Estevez
Customer: Lampert Yards Company: Boise Cascade
Code reports: ESR-1040 Misc: Roof Beam
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gp 61
DL 342 tbs DL 644 Ibs
° SL 3731bs SL 747 Ibs
d=08-00-Od
o=Do-0o-00 Total of Horizontal Design Spans=11-03-12
' Lyve Dead S�ow Vlfind Roof Live Trib.
Load Summary
Tag Description Load Type Ret. Start End 100% 90% 1159'0 133% 125% _
1 Equivalent Load Trapezoidal(pt� L 00-QO-00 0 0 ' n!a
11-03-12 160 198 n/a
Controls Summary Value �oAllowable Duration Case Span DISCIOSUfi@
Pos.Mome�t 3,052 ft-Ibs 24.9% 115% 3 1 -Intema! Completeness and accuracy of input must
End Shear -1,020 Ibs 22.5% 115% 3 i -Right be verified by anyone who would rely on
Totaf Load Defl. U789(0.211") 22.8% 3 1 output as evidence of suitability for
Live Load Defl. U1,483 0.112" 16.2% 3 1 Pa►ticu�ar applicatiqn.Output here based
( ) on building code-accepted design
Span/Depth 11.4 n/8 1 properties and analysis methods.
Installation of BOISE engineered wood
Slope and Cut Lenqth Sbpe Fascia Depth Floriz.Lenath Product Length ProducLs must be in accordance with
Plumb Cut with Han er to db4.to late 8.5/12 14-1/2" 11-d3-12 14-O6-t i �«�'t kistauation Guide and applicable
9 P P building codes.To obtain Installation Guide
or aslc quesiioris,please call
Notes (8Q0)232-0788 before installation.
Design meets Code minimum(U180)Total load deflection criteria BC CALC@,BC FRAMER�,AJS'"",
Design meets Code minimum(U240)Live load ciefiection criteria. n�WoiST�,BC RIM BOARDT"" BCI�,
Minimum bearing length for BO is 1-112". BOtSE GWLAMTM,SIMPLE FRAMING
Minimum bearing length for B1 is 1-1/2". SYSTEDA@,VERSA-LANI�,VERSA-R1M
Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ PLUSca�,vERSA-RInA�,
VERSA-STRAND�,VERSA-STUD�are
1/2 intermediate bearing ��� //�_ �� hademarks of Boise Cascade Wood
�"�^ Products LLC.
�r� � s•��'l �/�o .e,t'.v �/�� � ��_ � �.
,e�- s��' :B,s ���as 1�1 L��l or L�TA 3��
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,L USE
,4u..o��t�s�cE T�S/o.� /S3�#.
'T�f�eusT = �� � loz�� = �90�' ����, ��s�s# :
No n�t�t�� o�
� Q t"'� � ca.ra CX)= �°j = �17'� ��/ Oi.�tcr�o�
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Page 1 of 1 � ��+5� S/�E ��
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CODES:See page 12 for Code fieference Key Chart. �
{ ` These prpducts are available with additior�aJ trorrvsion protection.AddiGorra!proolucts on i ���
this page may also be avaikble wfth this opiton,check wtlh S+mµson StrongT're far details. � 2�6� /�
� End Distance �
-- Albwabk ABowable � � —Bemn ana suap • V
p��g� Dimee�siooa Fasteaers Tansion Loads Tension Loads Gode 6j
No. � (Total) lUf/SP) (SPF/HF) Nef.
W L (16B) (160) � -
L5TA9 1Y. 9 S-10d 74d 635 ( `
LSTA12 1Y, 12 � 10-10d 925 � 795 �� �
LSTA15 1Yb 15 � 12-10d 1110 ' 950 I G /+' #
, 14,L19,F2 , 0 1
t LSTA18 tYa 18 14-10d 1235 ; 1110 �t
� �SrTA21 i 20 1]k 21 � 16-10d 1235 1235 ' ! o ' ���l
LSTA24 114 24 ' 18-10d 1235 � 1235 i � j}��
` ST292 2Y,e 9�ie 12-16d 1265 1120 �
ST2122 � 2Yw 12�5e 16-16d 1530 1505
ST2115 �4 16�46 10-16d 660 660 �4,IL14,L19,f2 Typicai LSTA Irtstailation
(Nanger not shown)
ST2215 2v,fi 16�,6 20-16d t875 1880 Bend strap one time only
LSTA30 lYa 30 22-10d 16A0 1640
LSTA36 1Y. 36 24-10d 1640 1640 ;
LST149 3�'< 49 32-lOdxl�z 2975 2555
LST173 3�'. 73 48-10dx1Yz 4205 383D
MSTA9 18 1+/, 9 8-10d 750 645 - ---- — .
� MSTA12 1Y. 12 10-tOd 940 810 14,L19,F2
� MSTA15 1Yi 15 12-10d 1130 970 � Mxieriat
Model �• B�►S Code
�' MSTA18 1Y j 18 14-10d 1315 1130 I Thkkness
� MSTA21 � iY, 21 i6-1bd 1505 i290 N�' Gauge W L afy Dla Re(.
� PS213 2 18 4 'Y�
� MSTA24 1Ya 24 � 18-10d 1640 1455 �
� MSTA30 1Y. � 22-10d 2050 ig2p ; PS418 lga 4 18 4 �i 180
i� I i PS724. 6'l. 2D e �fz
� MSTA36 1Y. 36 ( 26-10d 2050 2050
MSTA49 1�/a 49 2610d 2020 ! 2020 f26 I 1-PS strap design loads musi be determined
ST6215 ,214e 163;e 20-16d 2095 j 1900 14,IL14,L19,F2 by the Designer for exh installation.Bdts
a�e i�stalled both perpendicular and parallel-
ST6224 2'/�e 23� 28-16d 2540 2540 i4,L4,F2 i i totyrain.Hole diameter in the part may be
ST9 1'/< 9 8-t6d 885 760 j oversized to accomrrrodate the HDG.
, Designer must determine if the overs¢e
ST12 16 1Y, 11% 10-i6d 1105 9'� �4,1L14,L19,F2 creates an unacceptable installation.
� ST18 1Ya 17�i'i 14-16d 1420 1330
$T22 1Yi 213f� 18-16d 1�20 1420
� � M5TC28 3 28Y, 36-16d sinkers 3455 2980 �---�—�r e�
� I MSTC4U 3 � 40k 52-16d sinkers 4745 4305 14,L19,F2 O O O O � m
Z MSTG52 , 3 ; 52Y. 62-16d sinkers 4745 4745 • • W y
a a� NTP37Z 3 ; 26-10tlz1'_ 1850 1600 170 O O O O I �
? MSTC66 3 65Yi 76-16d sir�kers 5860 5860 —�
� MSTC78 14 3 77�'a 76-16d sinkers 5860 5860 14,L19,F2 PS218 and PS418 i zr�•'i i�_ �
a PS Psrzo aw� 'is�•
g 5T6236 23�e 33'346 40-16d 3845 3845
o ' �
HRSfi 1�b 6 6-10d 605 � 525 � q�,
Z HRS8 �1� 8 10-tOd 1010 � 880 F26 ' ,
� HRS12 13k 12 j 14-tOd 1415 , 1230
o MSTI26 12�/,e 2fi 26-10dz134 27A5 2325 i
� MSTl36 12 2'tie 36 36-10dx1Y� 3800 322D I ,m�
N MSTI48 2�e 4$ 48-10dxi1'z 5065 429a 14,L19,F2 ��
� MSTI60 2Yie 60 60-1Qdx17Fz 508D 5080 �
m ' MSTI72 2Yu 72 64-10dxt�fz 5080 508Q __ �Q
N �� HRS41fiZ 3Y� 16 16-SDS y,'r:1?_ ?63� 23�J5 1;0 ��
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1.Loads include a 609:laad duration increase on the fasteners for wind or�rfhqu�ce loading.
2 1Ddxt'h'naa�s may be substituted where 76d sinkers or 10d are specified at 100%of the table loads
except where straps are installed rnrer sheathing_
3.tOd commons may be substituted where 1fid sinkers are specified at 100%,of table loads. Typic2l PS720 Install8tion
;` 4.16d sinkers(0.148'dia.x 3Y+"long}or 10d commons may be substituted where 16d commons are
specrfietl at 0.84 of the table loads. ,
5.Use half ot the nails in each member heing connected to achieve tl�e listed loads.
6.Tension Ioads apply far uplift when instailed veriicaliy.
7.NWLS:t6tl=0.167 dia.x 3�h'lang,16d Sinker=d.148'dia.x 3�/;long.10d=O.t48'�ia.x 3'long.
10dx1�/z=0.148'dia.x 1�fz'long.See page 16-i l for other nail sins and irrformatioa
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Straps 6 Ties ,___ t r . :. ,„ _
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Designed tor use as a floor-io-fioor lension tie, �`�'�- —
or�e fTA replaces two comparably sized holdowns and ',4 �•'
;. the threaded rod. ,V� � W�
' The LFTA Light floor Tie Mchor is for nailed � �
w � I
instaliations. ; ; � ,
MATERIAL:See table i � <
FINISH:LFTA-galvanized; � '
FTA-5impson Strong-Tie°gray paint � T
INSTALLATION:•Use all specified tasteners. �
neral Notes. ! I `� �•� �n LfTA
See Ge �
•Washers required on side opposite FTA for , � m .� � m
fuli loads. � v ' "
•Naii holes between floors allow preattachment � � I
to the joist during installation;these nails are � LF`':. I
not required. �
OPTIONS: " �
•The standard model's ciear span ot 17'will �
i ..-:
accommodate up to a 12'joist.The elear ;�
span of the FTA may be increased with a -.
corresponding increase in overall langth. ; �A Trp�p�F7p�nstallaiioa �'.
CODES:See page 12 for Code Reference Key Chart. ' _
fasleners p��uwa�ie Uplifl Loads'(160) Code
Dimensions (Totai)
Model I yert(cal Member Tqickness Ret.
No_ I 6a w Glear � Uhi Dia — — — — �AY .
Span 1�fz 2 2�4 3 3�
1205
LFTA 16 2Y. 17 �S� 16'1� 189� 2515 3120 3385 3385 — I
` FTA2 10 3 17 3714 4 � _ 117,L22.F16
FTA5 10 3Yz 17 45'fi 4 i4 2240 3000 3750 4400 4400 —
FTA7 3 3'k 17 56 6 '/e 3715 5020 6210 7600 7600
1.Ailowable loads have 6een increased 60%for wi�d or earthQu��ding wtth no further in�rease atlowed;reduce where other loads govem.
2.Reduce the allowable�oad for the LFTA according to the code wt�en nails penetrate wcod less than 1�:'.
( 3.NAILS:10d=0.148'dia.x 3'lonq.See DaBe�E17 for other mil sizes and Informauon.
�
T and L Strap iies aie��ersau�:���t���iiy straps.5ee _��� �y.� �""' L-�.�
Architectural Products Group for aesihetically pieasing options t2t2H� , I r ,� . �
with black powder-coated paint. � o a�a o W SisisH� 2w •
F I N I S H:G a l v a n i z e d.S e e Corrosion Information,page 10-11- I � �- Q
CODES:See page 12 for Code Listing Key Chart. I � '`�� I � y
H I �
N � �1
W Dimensions Fastenflrs �� H � H y
� Motlel Balis ReL
I iv:Syp. 0 I I Re
a pp I �a L H W Nails �� I 12t2Hi I y
� Dla � 8161,6HT 2%a p p �� 0 1 ��
a �
z 55L i6 4�/. 4§'4 1Y, 5-10d — — �� ° �,�-L----' �-Vy _
i-r— '� r_ -_
a 66L 14 6 6 1Yz 10-t6d 3 'h 12�2HT 1212HL 55L �. _
0 88L f4 8 B 2 12-16d 3 �
160 ' I
w 1212L 14 12 12 2 14-i6d 3 Y� F� TMin.
� 66T 14 6 5 i�fz 8-16d 3 �'a �"'� I � `�`
2 Ir�stalfed
� 128T 14 12 8 2 12-16d 3 7� � in pairs
z
1212T 14 12 12 2 12-16d 3 'k ' a � a° y,r
� 1.These coanectors are nM load-rated- H ���
g 2.NAILS:16d=OJ62'6ia.x 3'fz`long,10d=0.148"dia.x 3'long. d1
" See page i6-17 for other nail sizes and irrfortnation. a �`��-
g TyPical7 2 � �
g - These ProducGs are available w'dh addlOona7 conasion pratection.Additional pmduCfs on f113talletion 1 Y!Typ.66T \J
� 8ris page may also be avaikble wdh this uDtion,check with SimpsoR Shorrg-Tre for details. y �Z�� �
� Minimum Bolt Allowable Laais'•Z �,,,--T�;;���- -
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U �� I Dima�io�u End&Edge Boits Teasioa/UpUB F� Code q V
� Ret. +��� Installed
Ga Oistances
No. (iB0/160) I(��11�1 m pairs �Y�
I W N L di d2 aty Dia om � °g
i 1535 ��` � S ��`
, �,1212NL i �2�/z 12 12 2�h . 4'� 5 � 1535 �5
�1616HL 7 2'fz 16 16 2'fz 4'Ye 5 �'e 170 d� �{
�1212HT 7 2'fz 12 12 2'fz 4� fi 46 2585 B15 d2 � ,
2585 B15 � ;
�161fiHT 7 23� 16 16 2�z 4� 6 � ical L
1.1212HL,1616HL.1212NT and 7616HT are to be mstailetl m P�r������ �;Typ.66L
�n double sheac A sin�ed n a minimum me�m er�thlckness o 3'Fl t'��� ' i�f�n 1'Typ.88L 1212L i53
2.Allowable loads are b ,
3.1212HT,1616HT bads assume a conUnuous beam. �
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