HomeMy WebLinkAbout2012 - 00064 - addn/remodel/repair t ' . y CITY OF ORONO PERMIT NO.: 2012-00064
2750 KELLEY PARKWAY
ORONO, MN 55356- DATE ISSUED: 02/02/2012
(952) 249-4600 FAX: (952)249-4616
ADDRESS : 4550 WOLVERTON PL
PIN : 31-118-23-31-0005
LEGAL DESC : FOXFYRE ESTATES
: LOT 001 BLOCK 001
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTIVITY : 434-RESIDENTIAL
VALUATION : $ 5,500.00
NOTE: SEPERATE PERMITS REQUIRED: ELECTRICAL(STATE)
REMOVE(3)PILLARS IN BASEMENT-SUPPORT WITH NEW FLOOR TRUSSES.
APPLICANT PERMIT FEE SCHEDULE 132.75
BRENNAN PROPERTIES LLC STATE SURCHARGE(VALUATION) 2.75
8452 153RD PLACE
SAVAGE,MN 55378- TOTAL 135.50
(612)616-4447
Minnesota State License#:20381410 /
OWNER
STEPHENSON,REVIS L
4550 WOLVERTON PL
MAPLE PLAIN, MN 55359-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant,jis r onsible for assuring all required inspections are
requested igfibn o ance with the State Building Code.This permit may be
revoked at an ime or ue cause.
ii7, (-7). , , 9.frita....4/L...„ Ai A
Applic Pe itee Signature Date t Issue/:y Signature Date / /
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
City of Orono
Building Permit Application for Maintenance / Renovation
(windows, doors, siding, re-roof, etc.)
Mailing Address: Permit number: ,2„C)/a—000 c05
/O O.�O Cr CryBox 66 f o?�
Crystal Bay, MN 55323-0066 Date;received:
w !,
A �, a, Street Address: Received by:
„4,4 o~ 2750 Kelley Parkway Plan review fee:
"gkESHo¢6' Orono, MN 55356
Total Fee: /35..50
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION: � , - /
Job Site Address: Jcz-
«� ((J7 P/
v
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes .eoms.
If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: njre i /Irl- At,f�c i63
State License# Expiration Date:
Lead Certification Number: Expiration Date:
(for work on homes that were constructed prior to 1978
Phone: l07a--&(e0 f 6/4(7 (office) " - ?i it...P (cell)
Mailing Address: / � g0 5� iprf //f City: J/./o,- /4,40 ZIP: .5s3
?2
Contact Person: it,G tgvPwh,e),--7 Applicant is: Contractor / Homeowner (Circle One)
Email and/or Fax:
PROPERTY OWNER INFORMATION:
Name: >Zi 6fir / eev IS
Phone (day):
Address: City: ZIP:
Email and/or Fax
PROJECT INFORMATION:
Type of Project: Any earth movement may require
❑ Door(s) KRemodel 0 Fire Damage MCWD review&permits:
0 Re-roof,asphalt Minnehaha Creek Watershed District(MCWD)
p ❑ Repair ❑ Storm Damage 18202 Minnetonka Blvd
•
❑ Re-roof, cedar 0 Restoration ❑Water Damage Deephaven, MN 55391
❑ Re-roof,other(specify) ❑ SidingPhone:: 952-471-0682952-70
0Other: (specify) Fax:
❑Window(s) www.minnehahacreek.orq
Overall Project Description: g_Qytip V 3 p 11wr5 twk 64.5evt4erd/s uPpvct w/ /Vr cf_,.
Estimated Construction Valuation of Project(excluding land) $ 9 5-0c..)
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative
but to reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the
data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this infor is annually update our records and records of other governmental agencies
re•uired b law. If ou refuse to s_401 .,t.1Ti�T- e a.•lication ma not be issued.
Applicant's Signature: Date: -1-7 Z
Last Updated: 08-09-2011
' Plan Review Checklist for New Structures / Additions
Address/ PID/ Legal: 4/5-5-O U1c)L u-e4 -r -
Description of work: Al G, c.* / (A)U,4 S Y S T'L.:-3.-. c'Z/L fi'ti A.1; P LA
62.
0...k....-- .� ' vi1.-
Septic review by: 4 / Date Approved:
Zoning review by: /G" Date Approved:
itBuilding review by: _ ,e Date Approved: 2-- Z - S Z-
Grading review by: /v ` 4 Date Approved:
Zoning File#: Resolution#: Resolution Date:
Zoning District Fire Department Post Office School District
Zoning: \ Lot Area: SF/AC Width: Depth:
Survey Submittteetl, ❑ Yes ❑ No Date of Survey:
ti
Proposed Setbacks: \
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) •ther Buildings Wetland
\ Side Side
Building Defined Height: ` Building Peak H t: #of Stories Ok?: ❑ YES
FOR A BUILDING WITH A BASEMENT OR CRA L SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
START WITH the distance between the bas ent floor rawl START the distance between the slab and the highest
space floor and the highest roo ea e top of WITH roof peak,the top of the cornice of a flat roof,
the cornice of a flat roof,the deck ' e of a the deck line of a mansard roof, or the
mansard roof, or the uppermo •oi on a round uppermost point on a round or other arch-type
or other arch-type roof roof
SUBTRACT half the distance betwe- the highest wi •ow and SUBTRACT half the distance between the highest window
highest roof peak of pitched roof and highest roof peak of a pitched roof
SUBTRACT the distance be en the basement floor/Cr- I ADD the distance between the slab and the highest
space floor a :the highest existing grade withi existing grade within the foundation
the founda'•n or 10 feet,whichever is less. EQUALS Defined building height
EQUALS Defined . ilding height
Lot Coverage: r SF ok
Shorelanid District MCWD Permit Received Ave •ge Lakeshore Setback Bluff
❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No
❑ Yes ❑ No ❑ Yes ❑ No ❑ N/A
Permit Number: Setback:
Hardcover Zones Existing Proposed Variance R- •uired CUP Required
0-75' ❑ Yes • No ❑ Yes ❑ No
75-250' Type(s): Type(s):
250-500'
500-1000'
REMARKS (in-house): IVO 014-141
Updated: 09/11/2009
z:\forms\plan review checklist.docx
.
Fees to be Charged YES NO
Perrxr�x a �.;
Plan Reviewer
4****. * 4 ks i . .. . ' ,
.
Investigation Fee
'.', l;• ititiS -1 :64y KNR.00000wroR P70:titiikel
Sewer Connection
'e' !� � '"'r ,�k'y�f r%�a� r �1Q�,a$ ?,���+ aaf , r 5w,;.
.Uxan n,wa.. L a�. x: ?�' "�, �:<'8 !moi='�'�t_#r� '��tg A q �i��a� I � �` �+.i3�te�
Park Fee
Site s a n d °,110 a 00E**** * *4
Other(specify) g
Calculated By:
Square Footage $ per Square Footage
Basement X = $
1St Floor X = $
2nd Floor X = $
Garage X = $
Estimated Construction Value: $ 6 5 0( ._
Orono Inspections Required Work Requiring Separate Permits Required State Permits
❑ Site ❑ Plumbing 0 Grading / Filling 0 Well
❑ Hardcover Removal 0 Mechanical 0 Fire if Electrical
O Footing ❑ Septic 0 Water Connection
O Poured Wall 0 Fireplace 0 Sewer Connection
O Foundation Survey 0 Masonry 0 Lawn Irrigation
O Radon Rock Bed 0 Mfg.
raming 0 Other(specify)
,Insulation
❑ As-Built Survey
Final
❑ Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access:Existing: 0 YES 0 NO New: 0 YES 0 NO
REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
Updated: 09/11/2009
z:\forms\plan review checklist.docx
41,1 b - Q-Vi a - coo 24 DATE TIME
CITY OF OW40 CALLED IN — 2--
INSPECTION
INSPECTION NO ICE // SCHEDULED —1cJ 3_, /O: 1
PERMIT NO.X �a(/J- COMPLETED ,,,�,
ADDRESS '-I5 O (1), 4/1.-r i 04- CC--
OWNER
t4 CC_OWNER T EPHONE ISO. (oig-(o/e (-5L�7
CONTRACTOR 15�� ?'(
DESCRIPTION ii G(.r. f/b N �--t
1.4 ❑ FOOTING 0 PLUMBING FINAL AV/GRADING/FILLING
Q ❑ POURED WALL 0 MECHANICAL RI ❑ LAKESHORENVETLANDS
y 0 FRAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
• ❑ FINAL 0 SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP
-C ❑ DEMO-FINAL 0 SEPTIC INSTALL ❑ HARD COVER REMOVAL
0 PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
• COMMENTS: La C 8 _ 4-9
is
14.1
CC
't '( S X C_ sC)
cc
cc
W
O
W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CC
�y�'�
El CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY
4ADDRRECT WORK,CALL FOR REINSPECTION TEMPORARY
V PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
C7 CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector. i
White Copy/Inspector's File Canary Copy/Site Notice
A3 �/�' DATE TIME
CITY OF ORONO al--
INSPECTION RkTICE �j SCHEDULED 673— t J /3- .31 30
PERMIT NO. I a //c 4-/ COMPLETED
ADDRESS 455o (i` r t P c —
OWNER ,�1 EPHOIN_w NO.^ ' -..v."/A." , f
CONTRACTOR 6 .eArll(Yt -I� S.--
>: DESCRIPTION Fir, I
A( vc / a/a-lid/IL—
▪ ❑ FOOTING CI PLUMBING FINAL 0 E . • /GRADING/FILLING
W 0 POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
ti
0 FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
• ❑ INSULATION ❑ WOOD BURNER/FIREPLACE El SITE INSPECTION
Q 0 RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
• 0 FINAL 0 SEWER HOOK-UP 0 COMPLAINT
✓ 0 DEMO-SITE 0 SEPTIC MAINT. ❑ FOLLOW-UP
• ❑ DEMO-FINAL 0 SEPTIC INSTALL 0 HARD COVER REMOVAL
❑ PLUMBING RI ❑ SEPTI FINAL ❑ FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO ME YOU:/A1 YES NO
• COMMENTS: ' _ .L /I/i . ,l — ado / / —00/
W
Q.CC1
ac Ps . s-t K
a
cc
O
cc
CC
OWXVORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
LU
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
(..) BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site: h
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
3DATE� TIME
CIT
Y OF ORONO LL((��J`"''CALLED IN
INSPECTION TICE—Mao
SCHEDULED /J z�- 3' 30
PERMIT NO. M
I ao'COMPLETED l
ADDRESS
11 �Y Com—
OWNER EPHONE NO. ' / �� �" 7
CONTRACTORSike-rliria-A -� s
>. DESCRIPTION / l d
At( A viV
LLu ❑ FOOTING ❑ PLUMBING FINAL ❑ E . /GRADING/FILLING
W 0 POURED WALL 0 MECHANICAL RI 0 LAKESHORE/WETLANDS
0 FRAMING ❑ MECHANICAL FINAL El TREE REMOVAL
❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
• ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
✓ ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ 0 DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTI FINAL ❑ FOUNDATION/REMOVAL
Q OWNER/CONTRACTOR TO ME YOU://4 YES_N,0
oy COMMENTS: / _/ _ .L /IAA _ AO / '
cc
Q. y ,' -5 . 6-14\S t ti/(' - S' CK
cc
W
CC
W
GW NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
CO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
U BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector. l :'.S
White Copy/Inspector's File Canary Copy/Site Notice
b - Q-01 oZ - 000 2-1 DATE TIME
CITY OF 00%10 CALLED IN /D 2-
INSPECTION NOTICE SCHEDULED 1/3—/ /d'OZ,/
PERMIT NO.. X01-- a'O(4-" COMPLETED
ADDRESS '5 O (L) '/1/-0-1-1 -74_
OWNER T9..EPHONE
CONTRACTOR &t` it-A-. ted 7
a DESCRIPTION 41.vi a.J fib N •
dAikk
El FOOTING ❑ PLUMBING FINAL/ 1073AV/GRADING/FILLING
Q 0 POURED WALL ❑ MECHANICAL RI 0 LAKESHORE/WETLANDS
y 0 FRAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL
0 INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION
Q 0 RADON SLAB 0 WATER HOOK-UP ❑ PROGRESS
• 0 FINAL 0 SEWER HOOK-UP 0 COMPLAINT
• 0 DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP
❑ DEMO-FINAL 0 SEPTIC INSTALL 0 HARD COVER REMOVAL
• 0 PLUMBING RI 0 SEPTIC FINAL ❑ FOUNDATION/REMOVAL
' OWNER/CONTRACTOR TO MEET YOU: YES_NO
v) COMMENTS: Lac 9 Z
z
W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CC ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY
D etr.7RRECT WORK,CALL FOR REINSPECTION TEMPORARY
(-) PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
LISTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector. ..
White Copyllnspector's File Canary CopylSite Notice
•
?A
In it :i : 7.,• It \
L i ay.
•••• 7:: .ii f::... %
1.1)
0
\.
0 7: i 2
6-, ...:-. t- .. • .., .".7,-:?. •:.1 \,4
• .•.; r .
0 c.; ', —
. e. •,i 64
. . :. : ::-•,.
o
.. -, -:: •-, --•
' '''', :,., .. ; !•:: 'i-Z. 1;11 tZ4
er, d •
— ) NI: -• -, 7_- is- 7i- -±--
0 ....,-i. a, . .,... .r. .. .i. t.:..4.4..,..2.,.... f\N,
... ..., rsi:% i,:- !„. i•.:-..4:- .:':..'
t13 ?:',., : .,:- :3" :C."-' *P• 'e': :"-.;41 Ni•-.
,.., f'4
Lc.
"co
...i
7 b
gi-; Ln
/ \
or 'V Q1
14). in
..9
... in
< a
a _-
x 0-on
t4 SY
110 to
c
:0
in
,...,
--.-
at
a
C--.. >
,-4
c 1 _n vl
a in u,
in ..."..J
< In
IN u-
0
r-4
,
P
r
/ 4
•-•,_
/ w
"O.
r'•••• c''''.
,-•:'
ru '-‘• , ---,
>
• -• -r.1i
7r,4./1
lb
O \\
C
/
az
L.
ai vi
c
O cLCU 2
t 0 2
> O. (Li
2 3
c) c
.41 CD
ir, ,.... r..."
•=1. CO 0..
455C Wo'trerton?ace,Orono
Brennan Properties
Prior Lake,MN
existing 2x12 headers
2 or 3 microhms
r- add 3/4" OSIN-___:„._
add 11" WI_ `� I
349.5"
\\\\ 11"
I ` 355` 1
I I
I
I
1
6x6 treated post
I
walkway !
I
I
I
I
I exterior
1
->j2
20 x IO
footings
4/6-6—e) Gr-4/r eCs hiii /aC P
,�rrv-7 671 .2/,/e2- o. ''
Existing joist q.16"o.c.
••••,, ...-- .1 P fl 10,.•••VP.•
2x4 purlins @ 24"o.c.
Attached to Joist&trusses
(Required to brace floor truss top chord) 1-ply 11 7/8"LVL cut to 11"
18"Floor trusses @ 16"O.C. (8'span max clear span) 5-0-5
.
2x header let into wall
2x6(Min.) 14-5-11
Strong back @ 10'(Max)o.c.
' z
19
•.76-, (Bottom of header to be flush w/bottom of floor truss)
,
o
-. ... - ..
1T
._______ .____. —1-
• •---------_____---•_ — ____. _____ ___ . ',9
IN
Li
.--_..-.-. ----•_ --- ----•----• • -
, Y..
U- U- -I-
U-
_T= -------
LI y_
LT I-- r•-•
l :_____:::::_____:::::: ____ .:::::_____ :::::: ::•,-,13::_7_:::=______:::::_ :=::::::______::::::____ ::: ...... ----______---- 03
co r-
Lt. co-
cv ti_
L.0 co
O co a) a) G) 0) 0) CJ) CT3 0)
LL LL LL U- LL LL LL U- LL LI
V5
,-
[ ______':::::_____:--::: _____ ,::::: :::=______ :::::.::: ::::::=:_____'::::_____:==:_____:::::]____. ::: :::::'______
•
/ N
:-2.::: ____...._ _ ____
-___._________ __ _. __-- ---- ___
.____ ______ --- '---- _____- ---, b.
::::.:_____:LT:: .____ .:::::_____ :::=:_____:::::::: :27= _'::::______=Tr:______.::::' ______ ::: ::LT::::-// 4.
.,
• .----.______---- _ •----' -----_____.---- ---
---
••.• ...t*
•
V
cb'
..1.
header let into wall
,.
'7 'VN. d/%
(Bottom of header to be flush w/bottom of floor truss)
,...'
..7 ,
__.....-1-
.
2-ply
2x header let into wall .. 4-2-0 -;:, 14"LVL by P 8 M 4-2-0 ..1
(Bottom of header to be flush w/bottom of floor truss) 8-9-6
,•,,
.„,
(5--5---) L( o/t/e/-7/-74vc_ Pla
Jet ,?z_w-
Existinmast_ag 16"o.c.
2x4 purlins @ 24"o.c.
11____J. 1._____.,_. Attached to Joist&trusses
t (Required to brace floor truss top chord) 1-ply 11 7/8"LVL cut to 11"
18"Floor trusses @ 16"o.c. (8'span max clear span) 5-0-5
2x6(Mln.) 14-5-11
2x header let into wall
Strong back @ 10'(Max)O.C. H 19 (Bottom of header to be flush w/bottom of floor truss)
— — -- ... - -o 7s
Cb 2
NV
N
•
' LL t
___ .1111 .1111 .11117
___. ,____ _______ ____
' K )
' LL CO
U_
• *_____. _________ .__-_.---- ._____.__._.—_________—. .____.
_.—_1111 1111 1111 1111_1111. .—_._r 1.111_.1111.—___—.1111..1111 1111_ 1111 1111 1111
M ll')
i LL LL
•
LL
_-______.—___—1111 ____ —___ __________________—_ .1111 _____.—___—. .____ _____ ___ ____ ____
' ___1111_—111 .1111—___1111_ .111 1111.—___.1.111—.1111..1111._____._.___—.1111..1111. 1111 __ _ 1111
LNL LL
1111.1111. ___
.____. ___—_________ .___.—___—._____.__________—___—. .____ ___ 1111 __-_
--
--.1111_1111..___.---.1111..1111.1111.—___—. .1111 ___ 1111 1111 .1111
n
U_ ( LL 35-1-6
M
cP-
LL Q,
N
. ._________. ___ __________.. ___- .____.___.-___- __________-___-._____1111 ___ 1111 1111 co
Lo
d O) m 0) m m m m m m
LL L.L. LL LL LL LL LL LL LL L—_
. .1111_____. ___ .____.. ______
_ ______
_
�\
. ___ . ___—._____-___-__._.----
-
___ 1111.1111
__- ____. ___—_____ --__-- _.___________ ____, .1111
___ 1111.1111 Gv
1111.__ 1....111—.1111.1111 ___—.1111..1111 ___ 111.1111
.____. __- .. -__—________________ _ — ..
it
d Q\�Q
ry',ok
'---- _____ ----•-
Jv
. ---------- -
VS___
` /'.
�a
X7 -7 — 1111---------- - '----^
-- ----•-------•----' ---
----'-- -- --- "'A .,r)'?� 2x header let into wall
7
�1 / (Bottom of header to be flush w/bottom of floor truss)
.____.r-__—.1111 1111 1111_.1111_—._—_. 1111 1111_ —. .1111.
2x header let into wall 4-2-014"LVL by P&M 4-2-0
(Bottom of header to be flush w/bottom of floor truss) //'' 8-9-6
.5--.6-0 WO/ e"-7 _ /4/-, C6
l�.f"/LP,24/Lt 070! - i,-,rO
Job Truss Truss Type Oty Ply
001 Fl FLOOR 1 1
Job Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:38 2012 Page 1
I 0712 1 1 237 1 1 202 ( I 0-11-10 I l 0-7-12
Seale.1172
3W=
1 IA II 2 3.= 3 334= 4 10 II 5 334= 6 14411 7 0 3v6= 9 1M II
\\,1 H
'..--''''..'...'.....'''' ..................:01 E.
W1 W 3 Wt W
o.
o e e ®®®
1 W 11 36= 335= 334= 134 11
17 16 15 14 13 12 11 10
3.=
334= 334=
I 14-5-0 I
14-5-0
Plate Offsets(X,Y):)3:0-1-8,Edge),(7:0-1-8,Edge),[120-1-8,Edge),115:0-1-8,Edge)
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.06 13-14 >999 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.13 13-14 >999 240
BCLL 0.0 Rep Stress!nor YES WB 0.23 Horz(TL) 0.02 10 n/a Na
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:64 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SPF No.2
REACTIONS (lb/size) 17=572/Mechanical, 10=572/Mechanical
FORCES (lb)-Maximum Compression/Mwdmum Tension
TOP CHORD 1-17=0/11,9-10=0/15,1-2=0/0,2-3=-1049/0,3-4-1411/0,4-5=-1411/0,5-6—1265/0,6-7=-1265/0,7-8=-1042/0,8-9=0/0
BOT CHORD 16-17=0/328,15-16=0/328,14-15=0/1049,13-14=0/1495,12-13=0/1042,11-12=0/331,10-11=0/331
WEBS 2-17=-671/0,2-16=0/18,8-10=-676/0,8-11=0/19,8-12=0/819,7-12=-407/0,2-15=0/830,3-15=-402/0,3-14=0/431,4-14=-158/0,5-14=-97/0,5-13=-266/0,6-13=-117/0,7-13=0/359
NOTES (3)
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
3)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S) Standard
•
.5��Jo4-14er - — Q
P ac ia.-oac , V
•
`Job — —"--_- Truss Truss Type —."- Oty Ply I - "-- —
001 F2 FLOOR 1 1
__ _ _ Job Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:38 2012 Page 1
1 0-7-12 I I 2-3-7
I I 1-0-11 I I 2-3-70 I 1 0-7-12 l
Scab.120 6
1 54 II
103 II 103 11 1 54 II 06 FP= S.4= 3.= 1 50 11
1 23n9— 3 43.a= 5 63Rd= 7 8 9 10 11
1 II/0 Cy 0
1, ® 4 •
W NI
rk!. o a o, a --2.-- o 114 ®® o
20 19 18 17 16 IS 14 3.5=
3 12
1 5.3 11 3.= 345= 3.8 FP= 316= 1.503 ii
3M— 3.4=
17-1-0
17-1-0
Plate Offsets(X,Y):(9:0-1-8,Edge),(14:0-1-8,Edge)
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.11 15-17 >999 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.23 15-17 >904 240
BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.04 12 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:73 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4X2SPFNo.2
REACTIONS (lb/size) 20=678/Mechanical, 12=678/Mechanical
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-20=0/16,11-12=0/9,1-2=0/0,2-3=-1290/0,3-4=-1290/0,4-5=-2022/0,5-6=-2022/0,6-7=-1878/0,7-8=-1878/0,8-9=-1878/0,9-10=-1299/0,10-11=0/0
BOT CHORD 19-20=0/390,18-19=0/390,17-18=0/1594,16-17=0/2096,15-16=0/2096,14-15=0/1299,13-14=0/387,12-13=0/387
WEBS 2-20=-797/0,2-19=0/16,10-12=-791/0,10-13=0/18,10-14=0/1050,9-14=-509/0,2-18=0/1036,3-18=-124/0,4-18=-481/0,4-17=0/497,5-17=-179/0,6-17=-85/0,6-15=-252/0,8-15=-174/0,9-15=0/665
NOTES (3)
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 sirongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
3)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
- - -- - 4L97 a-) 7(/‘er---7�- .°lace/
AO. A A., ,1 2 ii -i7' j .'
Job Truss Truss Type thy Ply
001 F3 FLOOR 1 1
_ Job Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 7220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:39 2012 Page 1
0-5-7
I—'-I I 2-3-7 1 1 0-10-11 I ,I-19_-_9_, O�iva,a,rz.-,.
5,7 11 34= 154 11 1.5411 34 FP= 154 11 34= 15411 444 1 563 11
1 2 3 a .1= 5 6364= 7 634= 9 10 11 12 13 la
o e .. n e
F I O I 0 @ �� O_ 00100000000000000 —1--jiiiilliiiioslisiii. 9 O O O
�X(y 0
///
• O •9® e1 e i O ce O O O
23 22 21 20 19 15 17 16 15
15411 04= 4$= 34= 34 FP= 34= 64= 1.5411
9,4=
0-5-7 16-8-5 I 19-10-8
10-5-71 16-2-14 3-2-3 _____
Plate Offsets(XX):[2:0-3-0,Edgel,l4:0-1-8,Edgel,[22:0-1-8,Edgel .____
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 025 Vert(LL) -0.19 18-20 >999 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.34 18-20 >689 240
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.00 15 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:84 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4X2SPFNo.2
REACTIONS (Ib/size) 2=810/0-3-8, 15=771/Mechanical
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 2-23=0/8,14-15=-29/0,1-2=0/0,2-3=-1188/0,3-4=-1184/0,4-5=-1597/0,5-6.-1597/0,6-74-2661/0,7-8=-2661/0,8-94-2438/0,9-10=-2438/0,10-11=-2438/0,11-12=-929/0,12-13=-929/0,13-14=0/0
BOT CHORD 22-23=0/0,21-22=0/1184,20-21=0/2281,19-20=0/2698,18-19=0/2698,17-18=0/1835,16-17=0/412,15-16=0/412
WEBS 13-15=-844/0,13-16=-11/0,12-17=-145/0,11-17=-1049/0,11-18=0/699,10-18=-170/0,8-18=-301/0,8-20=-42/0,7.204-170/0,6-20=0/440,6-214-793/0,5-21.132/0,2-22=0/1348,4-22=-640/0,4-21=0/695,
13-17=0/876
•
NOTES (5)
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
4)CAUTION,Do not erect truss backwards.
5)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
Sl5"Sa—�Y �z �z
i0JAI?2CZ doh P----0 'D CP V
Job Truss 'Truss Type thy Ply
001 F4 FLOOR 1 1
_ Job Reference(optional)
158,M Truss Inc.,Isanti,MN 55040 - - 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:40 2012 Page 1
0-5-7
I--I I 2-3-7 I I 1-9-1 11-1 10-7-12
6....I z76
•
6x7= 386= I S3 II 384= 3,6 FP= I.SO 11 386= 15311 384= 5c= 648= 1 573 11
2 3 4j7- 5 8 36 9 10 11 12 13 14 15
I T I0 I e
7 TP
6 B `a 9 3 r•. O/(IIg .0 O
N �• t El N.
e a 81 O 02 0 oe 0
25 26 23 222 2 21 20 19 18 66- 17 16
1 583 11 676= 487= 385= 3810 16716 FP= 3d= 56= 1.58311
1543 SP= 684=
10-5-71 19-4-5 I 22-6-8
0-5-7 18-10-14 3-2-3
Plate Offsets(X,Y):12:0-1-8,Edgel,(4:0-1-8,Edge),[16:Edge,0-1.8],118:0-1-8,Edgel,(24:0-1-8,Edgel •
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.30 20-22 >864 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.55 20-22 >482 240 MT16 116/127
BCLL 0.0 Rep Stress!nor YES WB 0.44 Horz(TL) 0.00 16 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:95 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 4 X 2 SPF No.2 2-2-0 oc bracing:20-22.
REACTIONS (lb/size) 2=917/0-3-8, 16=878/Mechanical
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 2-25=0/8,15-16=0/14,1-2=0/0,2-3-1378/0,3-4=-1374/0,4-5=-2222/0,5-6=-2222/0,6-7=-3412/0,7-8=3412/0,8-9=-3412/0,9-10=-3316/0,10-11=-3316/0,11-12=-1933/0,12-13=-1933/0,13-14=-1755/0,14-15=0/0
BOT CHORD 24-25=0/0,23-24=0/1374,22-23=0/2966,21-22=0/3512,20-21=0/3512,19-20=0/2776,18-19=0/1755,17-18=0/502,16-17=0/502
W EBS 14-16=-1026/0,14-17=0/17,14-18=0/1442,12-19=-94/0,11-19=-976/0,11-20=0/626,10-20=-170/0,9-20=-227/0,9-22=-116/0,8-22=-170/0,6-22=0/516,6-23=-863/0,5-23=-160/0,2-24=0/1564,4-24=-737/0,
4-23=0/1051,13-18.-722/0,13-19.0/645
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
(/5 o Gt%Jolt/Y1`
.l. 1A_I,7�./f -2/ /-7- D/,/,li SL
'
Job- _ -__---- Truss Truss Type --- _ Qty Ply -- --.-- -
001 F5 FLOOR 1 1
_ _____ __ _ __ _ Job Reference(optional)
P8M Truss Inc.,Isanti,MN 55040 - - - - 7.220 s Dec 29 2009 MTek Industries,Inc. Wed Feb 01 12:37:40 2012 Page 1
0-4-0
I-1 I-- 237 I o�99 ( I 1-7-4 1107126
,b-I3oa
344=
647= 3“= I 5.11 4,7= 154 11 374= i 5v3 II 3LL= 34 FP= 15vJ 11 3.= 15d II 445= l®= 1Sr3 11
1 2 3 4 5 6 7 6 9 10 II 12 13 15 16
914.
to
• C64 - N 9 - O 9 •
28 25 24 23 22 21 20 19 4d- 18 17
1543 II 4410= 646= 3,5= 3415 MT16 FP= 3x5= 4,e= 15x3 II 440-
84- 25-2-3
-4-bQ 24-10-3
Plate Offsets(X,Y):(2:0-1-8,Edge),(14:0-1-8,Edgel,i17:Edge,0-1-81,119:0-1-8,Edge)
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft IJd PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.46 21-23 >646 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.82 Vert(TL) -0.81 21-23 >364 240 MT16 116/127
BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) -0.00 17 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight 105 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF Not TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins,except end verticals.
BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4X2SPFNo.2
REACTIONS (lb/size) 2=1022/0-3-8, 17=985/Mechanical
FORCES (Ib)-Maximum Compression/Mattimum Tension
TOP CHORD 2-26=0/8,16-17=-14/0,1-2=0/0,2-3=-1566/0,3-4=-1563/0,4-5=-1563/0,5-6=-3125/0,6-7=-3125/0,7-8=-4311/0,8-9=-4311/0,9-10=4216/0,10-11=-0216/0,11-12=-4216/0,12-13=-2838/0,13-14=-2838/0,
14-15=-1627/0,15-16=0/0
BOT CHORD 25-26=0/0,24-25=0/2039,23.24=0/3866,22-23=0/4412,21-22=0/4412,20-21=0/3674,19-20=0/1627,18-19=0/544,17-18=0/544
WEBS 2-25=0/1780,4-25=-71/0,5-25=-898/0,5-24=0/1259,6-24=-176/0,15-17=-1112/0,15-18=0/11,7-24=-858/0,7-23=0/516,8-23=-170/0,9-23=-117/0,9-21=-227/0,11-21=-170/0,12-21=0/628,12-20=-968/0,
13-20=-177/0,14-20=0/1394,14-19=-850/0,15-19=0/1385
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
�� vizi-I-74_ dol a- DDo !oc/
Job Truss !Truss Type IOty Ply
001 F6 FLOOR 1 1
IJob Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:41 2012 Page 1
0-4-0
1-11 2-3-7 - -I I 0-10-12
OI1 O�AScaie:
6,7= 344= 344= 15,311 447= 1 54 11 344= 1.54 11 344= 3,6 FP= 1 5,311 344= 154 11 417= 1 5.3 11 54= 1 54 11
2 3 5 6 7 6 9 10 11 12 13 14 15 16
.-
at
O O O 3 _ B j.� B _ 6 _ B � _ ■
'i''' 4444114% i 114411144441442124404
a V.
26 25 24 23 22 21 20 19 16 17
15411 4410= 44= 34= 345 9116 FP= 34= 446= 507= 1.54 II
Q-4-pp 26-6-3
-4-6 26-2-3
Plate Offsets(X,Y):(1:0-1-8,Edge),(17:Edge,0-1-8) __
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.51 21-23 >616 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.90 21-23 >347 240 MT16 116/127
BCLL 0.0 Rep Stress lncr YES WB 0.53 Horz(TL) -0.01 17 n/a n/a
BCDL 5.0 Code MNSRC/TP12002 (Matrix) Weight:110 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF 1650E 1.5E TOP CHORD sheathed or 6-0-0 oc purlins:1-16.
BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4X2SPFNo.2
REACTIONS (lb/size) 17=1042/Mechanical, 1=1042/0-3-8
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-26=0/8,16-17=-30/0,1-2=-1666/0,2-3=-1663/0,3-4=-1663/0,4-5=-3405/0,5-6=-3405/0,6-7=-4757/0,7-8=-4757/0,8-9=-4828/0,9-10=-4828/0,10-11=-4828/0,11-12=-3620/0,12-13=-3620/0,13-14=-1129/0,
14-15=-1129/0,15-16=0/0
BOT CHORD 25-26=0/0,24-25=0/2237,23-24=0/4230,22-23=0/4944,21-22=0/4944,20-21=0/4375,19-20=0/2526,18-19=0/564,17-18=0/564
WEBS 1-25=0/1893,3-25=-62/0,4-25=-1004/0,4-24=0/1353,5-24=-173/0,15-17=-1152/0,15-18=-16/0,6-24=-957/0,6-23=0/611,7-23=-168/0,8-23=-216/0,8-21=-134/0,10-21=-167/0,11-21=0/526,11-20=-875/0,
12-20=-168/0,13-20=0/1267,13-19=-1619/0,14-19=-147/0,15-19=0/1150
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
57--C A/D/lie )C CIGe_-_
�.�(/1 yz-vc-/ cZ,C/.2- z 'to V
Job 1 Truss Truss Type thy Ply
001 1F7 FLOOR 1 1
_ __ _ Job Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:42 2012 Page 1
0-4-0
I-11 2-3-7 1 10-10-121 1 1-11-13 I -7-i
]37
2.8 II
346 FP= 345 FP=
641= 2.6 11 647= 246 1I 557 11 245 11 4,11 447 11 246 11 647= 2.4 11 8410= 246 11
23 5 6L 7 8 9 I0 11 12 13 14 15 16
28 25 24 23 22 21 20 19 18 17
1.553 II 4x12= 4110= 348= 3415 81118 F0= 345= 3410= 4410= 1543 II Ota=
1.543 5P=
Q 4-pQ 27-10-3
d-q-0 27-6-3
Plate Offsets(X,Y):)1:0-1-8,Edge),(16:0-3-0,Edge),[17:Edge,0-1-8)
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 1/dell Lid PLATES GRIP
TOLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.51 21-23 >644 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.90 21-23 >364 240 MT16 116/127
BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.02 17 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:141 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc pudins:1-16.
BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4X2SPFNo.2
REACTIONS (lb/size) 1=1096/0-3-8, 17.1096/Mechanical
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-26=0/8,16-17=-1/0,1-2=-1855/0,2-3=-1855/0,3-4=-3803/0,4-5=-3803/0,5-6=-5411/0,6-7=-5411/0,7-8=-5676/0,8-9=-5676/0,9-10=-5676/0,10-11=-5676/0,11-12=-4600/0,12-13=-4600/0,13-14=-2177/0,
14-15=-2177/0,15-16=0/0
BOT CHORD 25-26=0/0,24-25=0/2474,23-24-0/4750,22-23=0/5685,21-22=0/5685,20-21=0/5281,19-20=0/3536,18-19=0/642,17-18=0/642
WEBS 1-25=0/2112,2-25=-143/0,3-25=-1051/0,3-24=0/1521,4-24=-185/0,15-17=-1268/0,15-18=0/9,5-24=-1085/0,5-23=0(757,6-23=-185/0,7-23=-314/0,7-21=-11/0,9-21=-185/0,11-21=0/453,11-20=780/0,
12-20=-182/0,13-20=0/1218,13-19=-1557/0,14-19=-171/0,15-19=0/1807
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Required 2x6 strorlgbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
V -SD ale/ f)(Q 6L -�C� - -oho add 6�
Job ------ -- Truss ---_-_. ---- Truss Type--- - -Oty Ply --- -.-_ ----- ---
001 F8 FLOOR 1 1
Job Reference(optional)
P&M Truss Inc.,!sant',MN 55040 - - --- 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:44 2012 Page 1
0-4-0
H I 2-3-7 10-F 0-121 f: C1-1a 7-1
3s
�� b-14
art GP= 36 FP=
6x)= 26 II 6.6= 2.6 II 527 II 2,6 II 4.7 II 26 II 4.7 II 2611 6,7= 2.II 6.7= 60= 24 II
I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
ialtv, !..?'
WA I IIA.: at1S
28 27 26 25 24 23 22 21 20 19 18
15.11 5.12= 4.10= 36= 3,05 MT16 FP= 36= 36= 4x10= 56= 15.311 4x5=
2,4 SP=
LT4-P 27-3-1 1 28-4-15 129-2 -31
0-4 -0 26-11-1 _ 1-1-14 0-9-4
Plate Offsets X : 1:0-1-8 Ed.e 15:0-1-8 Ed.e 17:0-3-0,Ed.e, 18:Ed.e 0-1-8 20:0-1-8,Edgel
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.56 23-25 >614 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.99 23-25 >349 240 MT16 116/127
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.04 18 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:149 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD sheathed or 6-0-0 oc purlins:1-17.
BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W EBS 4 X 2 SPF No.2
REACTIONS (Ib/size) 18=1149/Mechanical, 1=1149/0-3-8
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-28=0/8,17-18=-23/0,1-2=-1951/0,2-3=-1951/0,3-4=-4037/0,4-5=-4037/0,5-6=-5837/0,6-7=-5837/0,7-8=-6293/0,8-9=-6293/0,9-10=-6293/0,10-11=-6293/0,11-12=-5407/0,12-13=-5407/0,13-14=-3174/0,
14-15=-3174/0,15-16=-1498/0,16-17=0/0
BOT CHORD 27-28=0/0,26-27=0/2609,25-26=0/5071,24-25=0/6195,23-24=0/6195,22-23=0/5981,21-22=0/4427,20-21=0/1498,19-20=0/658,18-19=0/658
WEBS 16-20=0/1359,15-21=0/1909,14-21=-189/0,13-21=-1435/0,13-22=0/1123,12-22=-195/0,11-22=-657/0,11-23=0/358,9-23=-199/0,7-23=0/113,7-25=-410/0,6-25.-197/0,5-25=0/878,5-26=-1185/0,4-26=-191/0,
3-26=0/1635,3-27=-1116/0,2-27=-143/0,1-27=0/2221,16-19=-2/0,15-20=-1052/0,16-18=-1299/0
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
VS--5- wa ___ - C -6 e-- c/ 42-a1V9
Job Truss Truss Type -fay Ply
001 F9 FLOOR 9 1
Job Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 -- ----- 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:45 2012 Page 1
0-4-0
HI 2-3-7 1 011 21
x...1:36.,
3x6 FP=
3.FP...-
6,= 2,8 3 64= 246 II 5,II 26 II 47 II 2x6 II 4,II 2x6 II 647= 2,6 II 600= 34 II
I 2 3 5 6 7 8 9 10 11 12 13 14 15 18
O r - T1 ' - ® 1r. a 7"
. - et_ ITS •- _
25 24 23 22 21 20 19 16 17
154 II 5x12= 4x10= 3,8= 3415 MF16 FP= 3,3= 3x8= 410= 40=
24 SP=
4- 29-9-8
4- 29-5-8
Plate Offsets X : 1:0-1-8Ed.e 17:Ed.e,0-1-8
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udefl lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.60 20 >582 360 MT20 197/144
___J
TCDL 15.0 Lumber Increase -1.00 BC 0.76- Vert(TL) -1.06 20-22 >332 240 MT16 116/127
BCLL 0.0 Rep Stress lncr YES WB 0.64 liorz(TL) 0.05 17 rVa n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:152 lb
LUMBER BRACING -�
TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD sheathed or 6-0-0 oc purlins:1-16.
BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SPF No.2
REACTIONS (Ib/size) 17=1171/Mechanical, 1=1171/0-3-8
FORCES (Ib)-Maldmum Compression/Maximum Tension
TOP CHORD 1-25=0/8,16-17=-70/0,1-2=-1991/0,2-3=-1991/0,3-4=-4132/0,4-5=-4132/0,5-60-6010/0,6-7=-6010/0,7-8=-6545/0,8-9=-6545/0,9-10=-6545/0,10-11=-6545/0,11-12=-5735/0,12-13.5735/0,13-14=-3585/0,
14-15=-3585/0,15-16=0/0
BOT CHORD 24-25.0/0,23-24=0/2665,22-23=0/5204,21-22=0/6406,20-21=0/6406,19-20=0/6270,18-19=0/4797,17-18=0/1939
WEBS 15-17=-2223/0,15-18=0/1872,14-18=-179/0,13.18=-1389/0,13-19=0/1074,12-19=-196/0,11-19=-612/0,11-20=0/316,9-20=-200/0,7-20=0/159,7-22=-454/0,6-22=-198/0,5-22=0/923,5-23.1229/0,4-23=-192/0,
3-23=0/1680,3-24=-1143/0,2-24=-143/0,1-24=0/2267
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
•
(Job Truss Truss Type Oty Ply I
001 F 10 FLOOR 1 1
Job Reference(optional)
P&M Truss Inc.,[sank,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:47 2012 Page 1
0-5-7
I-)I 2-3-7 1�1611 I 1-9-3
1P:11..
2a
�s Ie.1359
36 FP= 3,6 FP=
6a]= 2011 659= 256 II 657= 256 II 457 II 256 H 4,7 II 20 0 657= 2,6 II 657= eoo= 20 II
2 3 4 5 6 6 9 t0 II 12 13 14 IS t6
e 17 to
o
�p a a a o
55 cm, 4 Tv
- m O O
29 29 27 26 25 24 23 22 21 457- 20 19
15611 5512= 4510= 3,e= 3d= 353= 4510= 155311 455=
3515 Mlle FP=
258 SP=
5- 27-0-10 I 29-0-13 F9-10-11
-5- 26-7-3 2-0-3 0-9-4
Plate Offsets(X,V): (2:0-1-8,Edge),(16:0-1-8,Edge(,(18:0-3-0,Edge),(19:Edge,0-1-8(,(21:0-1-8,Edge)
LOADING(pet) SPACING 1-4-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.60 25 >583 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -1.05 25-26 >333 240 MT16 116/127
BCLL 0.0 Rep Stress!nor YES WB 0.64 Horz(TL) 0.04 19 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:152 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD sheathed or 6-0-0 oc purlins:1-18.
BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SPF No.2
REACTIONS (lb/size) 2=1209/0-3-8, 19=1170/Mechanical
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 2-29=0/8,18-16=-4/0,1-2=0/0,2-3=-1982/0,3-4=-1982/0,4-5=-3945/0,5-6=-3945/0,6-7=-5916/0,7-8=-5916/0,8-6=-6543/0,9-10=-6543/0,10-11=-6543/0,11-12=-6543/0,12-13.-5827/0,13-14=-5827/0,
14-15=-3764/0,15-16=-3764/0,16-17=-2172/0,17-18=0/0
BOT CHORD 28-29=0/0,27-28=0/2437,26-27.0/5065,25-26=0/6358,24-25=0/6314,23-24=0/6314,22-23=0/4930,21-22=0/2172,20-21=0/685,19-20=0/685
WEBS 16-21.-1021/0,16-22.0/1813,15-22=-190/0,14-22=-1335/0,14-23=0/1027,13-23.-197/0,12-23=-558/0,12-25=0/262,10-25=-200/0,8-25=0/211,8-26=-506/0,7-26=-197/0,6-26=0/976,6-27.-1283/0,5-27.-189/0,
2-28=0/2256,3-28.-122/0,4-27=0/1727,4-28-1045/0,17-20.0/13,17-21.0/1810,17-19=-1353/0
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
5.S.Sb GODGueI71-ert Ru GSW 02.oio2-este&ci
- - - - - .
Job 1ITruss Truss Type Oty Ply
001 F11 FLOOR 1 1
_ ___ _ _ __ Job Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:48 2012 Page 1
0-5-7
I-II 237 II 1-6-5 I I 1-9-3 jr�sa4.13.5
36 FP= 3.6 FP=
647= 50 II 2,6 II 6x7= 2,611 4,II 2ffi II 4x7 II 26 II 5x111 2,6II 6x1= 6x10= 28611
2 3 4 5 6 7 8 9 10 II12 13 74 15 16 11
la-
\\\rr
■ ml ■ Y .
28 27 26 25 24 23 22 21 204x1- 19 1B
15,311 4,1= 4ffi= 3,8= 3,6= 3x15 MT16 FP= 3x6= 4x10= 1.5x3 II 6x4=
1.5x3 SP=
5- 25-8-10 27-8-13 28-6-1
"5" 25-3-3 1 2-0-3 1 0-9-4 1
Plate Offsets(X,Y):)2:0-1-8,Edge),)3:0-3-0,Edge),(15:0-1-8,Edgej,)17:0-3-0,Edgel,(18:Edge,0-1-8),120:0-1-8,Edael,(27:0-1-8,Edge)
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.55 24 >609 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.70 Ven(TL) -0.97 22-24 >347 240 MT16 116/127
BCLL 0.0 Rep Stress lncr YES WB 0.60 Horz(TL) 0.02 18 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:145 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc purlins:1-17.
BOT CHORD 4 X 2 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SPF No.2
REACTIONS (lb/size) 2=1155/0-3-8, 18=1117/Mechanical
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 2-28=0/9,17-18=-6/0,1-2=0/0,2-3=-1883/0,3-4=-2968/0,4-5=-2968/0,5-6-5135/0,6-7=-5135/0,7-8=-5951/0,8-9=-5951/0,9-10=-5951/0,10-11=-5951/0,11-12=-5427/0,12-13_5427/0,13-14=-3556/0,
14-15=-3556/0,15-16=-2066/0,16-17=0/0
BOT CHORD 27-28=0/0,26-27=0/1883,25-26=0/4201,24-25=0/5685,23-24=0/5831,22-23=0/5831,21-22=0/4635,20-21=0/2066,19-20=0/653,18-19=0/653
WEBS 15-20=-970/0,15-21=0/1697,14-21=-184/0,13-21=-1236/0,13-22=0/907,12-22=-185/0,11-22=-463/0,11-24=0/138,9-24=-186/0,7-24=0/305,7-25=-631/0,6-25=-182/0,5-25=0/1069,5-26=-1412/0,4-26=-148/0,
2-27=0/2144,3-27=-1017/0,3-26=0/1386,16-19=0/13,16-20=0/1720,16-18=-1289/0
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
'Z5:570 Gei /v4K> /?' ----,---(/1/346Z-. `7 42dZ
,
Job Truss Truss Type --- Oty Ply
001 F12 FLOOR 1 1
_____ I _ Job Reference(optional)
P8M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc.Wed Feb 01 12:37:49 2012 Page 1
0-5-7
HI 2-3-7 I I 2-5-13 I 3. 11111-7-126...,tH0 1 5
3
6x7= 3,4= 3,4= 3,4 II 3,6= 1 5,3 II 344= 1 543 II 3w= 36 FP= 1543 II 34= 1 543 II 45= 547= 1 543 II
1 2 3 4 5 6 7 5 9 10 11 12 13 15 16
i e o. a m ., a g= ® o
26 25 24 23 22 21 20 1956 16 17
1.543 II 4,12= 34= 3n15 M716 FP= 34= 36= 440= 156 II
4,4=
p 5-7I 25-6-5 I26-3-9
b-5-7 25-0-14 _ 0-9-4
Plate Offsets(X,V):12:0-1-8,Edge),(14:0-1-8,Edgej,(17:Edge,0-1-8(,f19:0-1-8,Edgej
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.53 21-22 >588 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.93 21-22 >333 240 MT16 116/127
BCLL 0.0 Rep Stress lncr YES WB 0.54 Horz(TL) 0.01 17 Na n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:110 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD sheathed or 6-0-0 oc purlins:1-16.
BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W EBS 4 X 2 SPF No.2
REACTIONS (lb/size) 2=1067/0-3-8, 17=1028/Mechanical
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 2-26=0/5,16-174-26/0,1-2=0/0,2-3=-1697/0,3-4=-1694/0,4-5=-1695/0,5-6=-3970/0,6-7=-3970/0,7-8=-4810/0,8-9=-4810/0,9-10=-4371/0,10-11=-4371/0,11-12=-4371/0,12-13=-2648/0,13-14=-2648/0,
14-15=-1260/0,15-16=0/0
BOTCHORD 25-26=0/0,24-25=0/3060,23-24=0/4538,22-23=0/4538,21-22=0/4738,20-21=0/3656,19-20=0/1260,18-19=0/559,17-18=0/559
WEBS 14-19=-939/0,14-20=0/1598,13-20=-178/0,12-20=-1167/0,12-21=0/829,11-21=-172/0,9-21=-425/0,9-22=0/83,8-224-171/0,7-22=0/315,7-24=-659/0,6-24=-168/0,5-24=0/1055,5-25=-1543/0,2-25=0/1918,
4-25=-152/0,15-19=0/1184,15-18=0/0,15-17=-1143/0
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
--
45SU 1A- birZAZa & 02(]702 -OZ,o
•
Job ----- _---Truss ------ --- Truss Type ----� – -- Qty Ply --
001 F13 FLOOR 1 1
[Job Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 -_ - - 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:50 2012 Page 1
0-5-7
l—I f 2-3-7 --t 1 1-3-4 1 ?-5-1110-7-12,
ale.129.4
667= 3,4= 3,4= 1 54 II 30= 1 5,3 II 3.4= 1 54 II 3.6 FP= 364= 1 50 II 364= 1 54 II 40= 50= 1 563 II
1 2 ] 6 5 6 ) 9 9 10 12 13 15 16
® -, 0 O ❑ �' 9 6 m Ila P. I® 0 ••
T4s �. �_� �.�
N.
iiO w- a —{1?---_ a OP O - 7 `r
26 25 24 23 22 21 20 19 565=IB 17
15411 4x10= 4x7- 3a5= 34125 1.019 FP= 30= 4610= 15411
5-7 23-9-5 124-6-9 I
b-5-� 23-3-14 0-9-4
Plate Offsets(X,Y): 12:0-1-8,Edge),114:0-1-8,Edge),117:Edge,0-1-8),119:0-1-8,Edge)
LOADING(psf) SPACING 1-4-0 CSI DEFL in pc) I/dell Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.41 21-23 >698 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.76 Vert(1L) -0.73 21-23 >394 240 MT16 116/127
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) -0.00 17 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:103 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 5-8-9 oc purlins:1-16.
BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SPF No.2
REACTIONS (lb/size) 2=997/0-3-8, 17=958/Mechanical
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 2-26=0/7,16-17=-23/0,1-2.0/0,2-3=-1518/0,3-4=-1515/0,4-5=-1515/0,5-6=3187/0,6-7.-3187/0,7-8=-4153/0,8-9=-0153/0,9-10=-4153/0,10-11.-3840/0,11-12=-3840/0,12-13=-2244/0,13-14=-2244/0,
14-15=-921/0,15-16=0/0
BOT CHORD 25-26=0/0,24-25=0/2208,23-24=0/3817,22-23=0/4145,21-22=0/4145,20-21=0/3189,19-20=0/921,18-19.0/522,17-18=0/522
WEBS 14-19=-901/0,14-20=0/1524,13-20=-178/0,12-20=-1095/0,12-21.0/754,11-21.-171/0,10-21.-353/0,10-23=0/9,8-23—170/0,7-23=0/389,7-24=-731/0,6-24.-175/0,5-24=0/1134,5-25=-995/0,2-25.0/1725,
4-25.-89/0,15-19=0/998,15-18=-1/0,15-17=-1068/0
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
yssv o/L,f 7'> fZA€e€- 0 /.z-Pr
Job [Truss —-_-_-- -_—- --Truss Type — — --Oty Ply ---� - -- — --
001 IIF14 FLOOR 1 1
L Job Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 - 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:51 2012 Page 1
0-5-7
E---1 I
2-3-7 I I 2-2-11 1 P-5-1 i 10-7-12
6..,z7e
6z7= 3M= 3M= 1543 II 344= 15.II 3M= 3.FP= 15x3 II 3M= 15x9 II 44= 5d= 150 II
111
2 3 4._ 5 6 ] a 9 10 II 12 t3 15
'I LVV 1O'.. I 9 R i� B RN 16 0.1-41 T3 D 0 ^J O
•
LL 9e Ar nr e
i r-
25 24 23 22 21 20 19 10"S=17 16
15.3 II 4,7= 4,7= 34= 34125 Mile FP= 3M= 448= 15.II
15,3 SP= 4M=
p-5-7 22-5-5 123-2-9 1
'0-5-71 21-11-14 0-9-4
Plate Offsets(X,Y):(2:0-1-8,Edgel,f4:0-1-8,Edge),[13:0-1-8,Edqel,[16:Edge,0-1-81,118:0-1-B,Edgel,[24:0-1-8,Edgel
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell L/d PLATES GWP
TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.34 20-22 >808 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.60 20-22 >453 240 MT16 116/127
BCLL 0.0 Rep Stress!nor YES WB 0.46 Horz(TL) -0.00 16 n/a n/a
BCDL 5.0 Code MNSRC/TP12002 (Matrix) Weight:98 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc purlins:1-15.
BOT CHORD 4 X 2 SPF No.2`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
B2:4 X 2 SPF 1650F 1.5E 2-2-0 oc bracing:20-22.
WEBS 4 X 2 SPF No.2
REACTIONS (lb/size) 2=944/0-3-8, 16=905/Mechanical
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 2-25=0/8,15-16=-24/0,1-2=0/0,2-3.-1435/0,3-4=-1432/0,4-5=-2493/0,5-6=-2493/0,6-7=-3644/0,7-8.3644/0,8-9=-3512/0,9-10=-3512/0,10-11.3512/0,11-12.-2098/0,12-13.-2098/0,13-14.-868/0,14-15=0/0
BOT CHORD 24-25=0/0,23-24=0/1432,22-23=0/3216,21-22=0/3726,20-21=0/3726,19-20.0/2952,18-19=0/868,17-18=0/492,16-17=0/492
WEBS 13-18=-849/0,13-19=0/1417,12-19=-178/0,11-19=-989/0,11-20=0/649,10-20=-171/0,8-20=-248/0,8-22=-95/0,7-22=-171/0,6-22=0/496,6-23=-837/0,5-23=-174/0,4-23=0/1229,2-24=0/1631,4-24=-765/0,
14-18.0/940,14-17=-1/0,14-16=-1006/0
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
4---� G[jD` 77r/VC /U�Ce—._ )&a7)//,—
(2O/,z—o0�
Job —.- ---------'Truss----- ---- Truss Type -- ------- Oty Ply
001 F15 FLOOR 1 1
Job Reference(optional)
.P&M Truss Inc.,Isanti,MN 55040 --- -- - - - 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:52 2012 Page 1
0-5-7
I—�I 2-3-7 I I 0-10-11
P5110712kme.12e2
6w)= 34= 3..= 15.111 344= 15.11 348 FP= 3,4= 15.11 >4= 15011 46= 56= 15.11
1 2 3 i4— 5 6 ] B 9 10 11 12 13 14 15
441
– _ _ –i * . ,: 9
W
• �- 9
1 8T, o D2 0 ®- I o 0
25 24 23 22 21 20 19 18 56—17 18
15.11 46= 4x5= 36= 3410 Mi18 FP= 36= 46= 1.5.11
3a4=
0-5-7 21-1-5 121-10-9 1
10-5-71 20-7-14 0-9-4
Plate Offsets(X,Y):[2:0-1-8,Edge[,(4:0-1-8,Edgel,[13:0-1-8,Edge[,[18:0-1-8,Edgel,[24:0-1-8,Edge)
LOADING(psf) SPACING 1-4-0 CSI DEFL in (Ioc) I/dell Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.27 20-22 >945 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.49 20-22 >525 240 MT16 116/127
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.00 16 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:94 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc purlins:1-15.
BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4X2SPFNo.2
REACTIONS (lb/size) 2=890/0-3-8, 16=852/Mechanical
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 2-25=0/8,15-16=-24/0,1-2=0/0,2-3.-1329/0,3-4=-1326/0,4-5=-1796/0,5-6=-1796/0,6-7=3134/0,7-8=-3134/0,8-9=-3134/0,9-10=-3184/0,10-11=-3184/0,11-12=-1952/0,12-13=-1952/0,13-14=-814/0,14-15=0/0
BOT CHORD 24-25=0/0,23-24=0/1326,22-23=0/2617,21-22=0/3307,20-21=0/3307,19-20=0/2714,18-19=0/814,17-18=0/462,16-17=0/462
WEBS 13-18=-796/0,13-19=0/1310,12-19=-178/0,11-19=-883/0,11-20=0/545,10-20=-172/0,9-20=-142/0,9-22.-201/0,7-22=-170/0,6-22=0/598,6-23=-951/0,5-23=-129/0,4-23=0/791,2-24=0/1510,4-24=-718/0,
14-18=0/882,14-17=0/0,14-16=-945/0
NOTES (6)
1)All plates are MT20 plates unless otherwise indicated.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
.
--- -
Job Truss --- ITruss Type - _--- Qty Ply - -- - ------�-- --- ---
001 F16 FLOOR 1 1
_ Job Reference(optional)
P&M Truss Inc..Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:52 2012 Page 1
0-5-7
I----1 I 2-3-7 I I 1-11-I0 i �5=i I 0-7-12 Scala 4124 6
Bx)= 34= 344=1 54 II 1 54 II 3$FP= 1 573 II 34= 1.54 II 346= 4$= 1 50 II
1 2 3 4 5374= 6 7 834= 9 10 11 12 13 14
0
® T1 O o e 011 Ah.
:41R1 6 "Al41111111111111114114111114 D -- - -
W
23 22 21 20 19 18 tl 44. 18 15
1.54 II 4x8= 348= 34= 34 FP= 447= 1.54 II
34=
0-5-7 19-9-5 I 20-6-9 I
10-5-71 19-3-14 0-9-4
Plate Offsets(X,Y):(2:0-1-8,Edge),(12:0-1-8,Edge),(17:0-1-8,Edge)
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.21 20-21 >999 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.38 20-21 >627 240
BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.00 15 n/a n/a
BCDL 5.0 Code MNSRC/1PI2002 (Matrix) Weight:87 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc purlins:1-14.
BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W EBS 4 X 2 SPF No.2
REACTIONS (lb/size) 2=837/0-3-8, 15=798/Mechanical
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 2-23=0/6,14-15=-24/0,1-2=0/0,2-3=-1249/0,3-4-1247/0,4-5=-1247/0,5-6=-2624/0,6-7=-2624/0,7-8=-2624/0,8-9=-2856/0,9-104-2856/0,10-11=-1806/0,11-124-1806/0,12-13=-761/0,13-14=0/0
BOT CHORD 22-23=0/0,21-22=0/2012,20-21=0/2887,19-20=0/2477,18-19=0/2477,17-18=0/761,16-17=0/432,15-16=0/432
WEBS 12-17=-743/0,12-18=0/1203,11-184-179/0,10-18-778/0,10-20=0/440,9-204-172/0,8-204-36/0,8-21=-305/0,6-21=-174/0,5-21=0/709,5-22=-925/0,2-22=0/1419,4-22=-135/0,13-17=0/824,13-16=0/1,
13-15=-883/0
NOTES (5)
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
4)CAUTION,Do not erect truss backwards.
5)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verity the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S) Standard
�5,b lid I v-6 77 f lace - ,2mX70/(2.-00-o
o Truss Truss Type Oty Ply
001 F17 FLOOR 1 1
I Job Reference(optional)
R&M Truss Inc.,Isanti,MN 55040 --_. -- 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:53 2612 Page 1
I 0-7-12 1 1 2-5-13 I I 2-3-7 I I 2-2-10 1 1 0-7-12
Scale.I:16 0
I 1.a 11 2 308= 3 3.. I. 1.4 11 5 3.4= 8 11,4 11 7 3.6= 8 1.11
IR O e 9
1Ti
w1 w w a w yy wl o
W
e e
1.4 11 385= 3.= 1.4 1I
15 la13 12 11 10 9
3.a=
34— 3.4=
( 13-8-12
13-8-12 l
Plate Offsets(X,Y):[3:0-1-8,Edge),(13:0-1-8,Edge)
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.05 11-12 >999 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.11 11-12 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 9 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:59 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc purlins:1-8.
BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SPF No.2
REACTIONS (lb/size) 15=544/Mechanical, 9=544/Mechanical
FORCES (lb)-Maximum Compression/Ma3dmum Tension
TOP CHORD 1-15=0/17,8-9=0/6,1-2=0/0,2-3=1032/0,3-4=-1343/0,4-5=-1343/0,5-6=-980/0,6-7=-980/0,7-8=0/0
BOT CHORD 14-15=0/316,13-14=0/316,12-13=0/1032,11-12=0/1308,10-11=0/307,9-10=0/307
WEBS 2-15=-647/0,2-14=0/19,7-9=-628/0,7-10=0/7,2-13=0/809,3-13=-366/0,3-12=0/358,4-12=-171/0,5-12=0/40,5-11=-381/0,6-11=-175/0,7-11=0/779
NOTES (3)
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
3)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S)Standard
) 537 )/(1 1 /°(4..ce - - - b2ala oare)�
•
Jobb 1 Truss Truss Type Qty Ply
001 F18 FLOOR 1 I 1
Job Reference(optional)
P&M Truss Inc.,Isanti,MN 55040 7.220 s Dec 29 2009 MiTek Industries,Inc. Wed Feb 01 12:37:53 2012 Page 1
I
0-7-12 I I 2-2-12 I I 2-3-7 I 2-3-7 I I 2-2-10 I
5wk-1.132
1 1.5 11
11 2 3.5= 3 I.H 5 314= s 1.511 5 3s= 7 1.4 II
U19 •
W1 W3 4 Wal W5 W2 WI
1
I
`' o e e1 a -o-
o
1.4 II 3i6= 3.5= 1.4 it
13 12 11 10 9 8
3rd= 3.=
I 11-0-12
11-0-12 _
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.02 10-11 >999 360 MT20 197/144
TCDL 15.0 Lumber Increase 1.00 BC 027 Vert(TL) -0.07 10-11 >999 240
BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(TL) 0.01 8 n/a n/a
BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:49 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD sheathed or 6-0-0 oc purlins:1-7.
BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 4 X 2 SPF No.2
REACTIONS (Ib/size) 13=438/Mechanical, 8=438/Mechanical
FORCES (Ib)-Maximum Compression/MaAmum Tension
TOP CHORD 1-13=0/6,7-8=0/6,1-2=0/0,2-3=-740/0,3-4=-740/0,4-5=-739/0,5-6=-739/0,6-7=0/0
BOT CHORD 12-13=0/247,11-12=0/247,10-11=0885,9-10=0/247,8-9=0/247
WEBS 2-13=-506/0,2-12=0/7,6-8=-505/0,6-9=0/7,2-11=0/571,3-11=-176/0,4-11=-168/0,4-10=-170/0,5-10=-176/0,6-10=0/570
NOTES (3)
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.
3)This truss is designed in accordance with the Minnesota State Residential Building Code.No increased unbalanced loads or drift loads have been considered.The building designer should verify the adequacy of the design loads as
the component is incorporated into the overall structure.
LOAD CASE(S) Standard
X5b2) GUol ,e'r-7v( p ceAna• c= 67f,2 —o-r1— (-'°
,4 .: . '":, ‘(VV:.....,
, SAV,\" \`
• , '`.EXHAUST f-Ari: ,v ��c- .,� .p`;
,,/ 'VENT DIREE .TLY OUTr':.c V' -C` 0,...\
>` U�
r. - ,kJ', .R. G .` / U`
\.:.`,.
,.. ``♦ • ';'-'`;'1.,i; .9 \ pp ,
}
c �� .� �Vrr, C
�� -R �; .,, f \ Jr, Fq ren wr
�-, 80 rr t T0� rbc
.y r �'In <' ! <-,,0,—* ,R.`, ' y11iv ti R !,R,i , r/ !CI! c
iy R t.
„t„,-,.....,;,. Rt`;--,'" ti..Y.' t`PSA�k fj/
ivy
11
ti - F c A
R {' ` r ~� s r �c
1 !{"11` d /
kJ
isnl
a - t • 1
1 l
+ ` 1 h it
i •
Jt A j 1
1
yt• !
;' i , 4.:.1 1 I...".c7‘. vloe. ,
}ELI' '�'�- ,7 ,
j
(0k-) ',
•
'•\ \ it
' :
VENT DIRECTLY D rr"s '
y
NI
��1:e.XH/ UST FAN. �v :' �N� v"NT DIRECTLY OUTc':- p_"• •' � �\�
.;."1/10p/pY� \� `' j? l
•
(t
p.' ) )'' t /3/;
k -,,t
' \<...: ! ria ,int uph, !•/ : 1
i
•
'` —.�-_.^-_."-1s` a Jc+! ,'T: -. .r.'1� P F \VIS'
Q' r C
a / '\
•
r.
O
T
/ 1.,,
',31 k$4;kft.4.,%.
1110.•111
>
0;„ fi
,04—v9.� 4s f$ %.
f 0 �Q4ti 'AA
� • _ +� pyO ��1.
94ii/l C.,, .,!•::
I,.. - - 1R i 'O `CY•, it:x�2. FCrI�,. G`�. /J ttiei -e ,4 `-Pi
1 t, 1 , .�'". ; ?� • 7G/ ,o��rtiu dopa-�&
ti
` : � ,
-
Y x(.'. It,' e a ru L FrIpT
f E'..K: rt., i2: . 5'rl'-: \ !: i'
% ca
IV
;V ,..i . ---- , IR '
.Qin" '� - r ; 'A•
5- ` •
//
•
%% •`/i / \ 41 ,1r/\
l ta•'r 0 B
`-, X ° JE�'a� .
X
It II,
, A pi\CE ,
g-AS
//
1.
! ' .
u A G a
/ --
.LPROVIDEOUTSIDE n" u, ',cony - \ f ,11141 COMBUSTION e`AIR'
p
TO 12" OFF FLOOR OR ' /
INTO RET. AIR PLENUM
d 8, . y' `AIRS
.l►�AX. �� tR 9., h�f��. r
' \ b'6 A11tJ HEAD 4 READ
C '' AT,LfA T ONE HANDRAI�O�t
i
•� RLQUIRED
�, , \ 'i. ,\ 1' UARDRAIL OPEN SIDES
/
--
/ a
__ _ . i �
o "1. ti
iv
1 ,/
•
1.
•
J
4 9 ''er. i^ T, c
s.
}
I''
.0 /' j i f ' ,i \ I r. '•r.
..... , ; r .• ,-,-- _ .. ' 1 i 4.0 Kn
, . , 419).- r.... 1 -;"•-' iT.,,,„ ..'''
•. \ $ et Oaf
ry � .L.. qua
rir
r 'Vies
\ 1
I.
C,
Q _ p
�� o , 4, --1 g �-
ell, X
\ Oer C
�!� n- z m t ,�,
n .,/t..,i.' fl �,
�> / zL i
—f' z {i
...C., , \/
\\\\\\ 1 1
,
,7 ` - ,
// \
o
� , �� ' \�+
\v+ OBD \ moo rte,.,*:,-
C,,
A "� oat,' 0 a c
�
\ / :..r.,'i1, _ b \
i 1, � \/ ' ,
zv ' �, �r
\ I
to ,Q -1 i� C
C m r\ \i. Y
{
4 . •� i
• ff u
�,; f },Fus o.a ?,.'4)6 . l2' F'.4:
•
,� .7 r, Zcxg FT4 I � � . 5 �,
I
�y. , .
j '•' ._ L +L . IL.' o0ru 1. Fhn'- _
1 ;{, -, )/, 1 /e
P.
--
1>
y
I /�/ir '
I 1 \
!:a ,+\ r
r�, I1/7.>\:4 5. .
l ,
Jr 1;: '.' ,
r.
.,C p/ E,�� `
E t , F l.r•.,.5+ i1 I^ 4•�' r, oc. Ml� 11F5� \
4 1 rLB.s.lr: Al‘c
..i. w i.'6 w, lam' Plc, 11 t E A^ 11',/,\
EViC K� 57 1
;
/ /
.. . __._� -_ ! /
I I. ._ , \Ai �\ ,J '(may �.i j
-,,-4•0,----3 _I . . 1;uPROVIDE OUTSIDE c c o., t,. 'Al)-- �, f
/
, ,.---- _ COMBUSTION EY�IR4 DCICfi , /' \ 1
vir " f.Lt. �� TO'.12" OFF FLOOR OR %' ff,..'. / /
-- , . INTO RET. AIR PLENUM R �'
tiI �, a
'"' ter . � c I
_ _l F i TAA C R S
#` ��' 4a f" ' -..{ d / 8 SAX.' r cR y„
q "1 /" ••':�6� IN TREAb
F !-_ --__ ji 24'� 18''R�oO ,y h11�J. HEAUROU�.1
/ AT['EA v OM1JF. HAFJURA)i REQUIRED
I i ,�� IT , -__41/_- !'I • \////
f r UARDRAIL OPEN SIDES
&"-rte , s
4 \ _•" --- / / • ` / 1 .
/- ',,1«. c. '�G- rrz v�' /d 1--"•647-•''''‘'‘'//tom/ / LI--7....77,7
• \v..-N ; '
i 2
j
6 /' //: 0 , `'Y -• p
er
r
'o 4, \\ \
y� D •t - r 1 ^-�-r s • .v:—� a- -'zrZ"l'ii ytt
A' 1
•'�. N 111wi '1 r.J o •-11 '7'•_
7 I Z F, 't
- > / rN , _�
./1:.1 3. _a' '4
I,1� ,,,fly 3,I3.1(.... —
•
/ . '.
1•
1_,,,, �, 1 �? /r`.) 3\u Hl: 3.1.1.1,6-.1
0 t • r
•,:r Ho ., 1,4 / •' '
•
,-J•••1:, ^I , , .1-,i I -7, E ,,.
• (" o 'j'
-,3 c'L .t llr!2N •
� .H ' � � 1j. , :av•,n '3x.15 1.:,.
, l
41
U /�
)'
I VS,C ,. ' --*- n gS.,F,�4
q
b
hg