HomeMy WebLinkAbout1990-003323 - residence/3-garage PERMIT
� CITY OF ORONO PERMIT TYPE: �t���L}���
1335 Brown Rd. South • P.O. Box 66 ���
Permit Number: j �;f t��_;;`��j
Crystal Bay, Minnesota 55323 Date Issued:
(612) 473-7357 •
SITE ADDRESS: .1��{; ;_,7� ��,�� �
T�i�1
r . i . �`� . , .r:'!'�-1 ���—;�:_�—_��.—�.li 3 f:_:
DESCRIPTION:
�iE::��I C�Ei'�iC:E I_�—Gr=ihi=�i�c
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REMARKS:
:���F'i��ir'=�TE �'EriP i I T:�� FiE�;�l!I fi�[)� PL�1i`�E��i�l�, !`�EC:�-�►-^�=t�f i�:�L, `=�EF'T I��, F I Fi�F''t.riC:E, F`t��[+L,
I�tI=+;1 GFi�T I�.1�`� =_'�'�:�TEtt, t��LL ���al� ELE+�Tr�i�:�;i.._ ~.:=:Tr�T�? .
FEE SUMMARY: f,���..f;pT�c�ra �����., ;�;c_3
Eas� �"�� �`�7'� . i_�c.r
F'1��� �;�v i��� �F.:=,w.. �;:�
:;�uri hat���� _____. _�'����.3�
�CS��•�i F�� �i , 71:= . 7ii
COIVti��1C���:li��t;T E�LG% 3=i�k�' 1�.7:�15i:=: ��PI�:i�"=� FA�!L
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t:�•. i:� 7:= L _ -.�;�
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_ _ _ _ . — — — _ _ _ _ _ __ _—__ _ --— -_ __ _ _ _--
�� t i"i� �ti�i�J, i i!_�#��il 1� r"1 = �L Y � :`__�a�fG�=� t�_* i- 3 .'i I t; fl� R ..� f rH#' � �i`EC= fit '^IL_ 1 I'li 34'��_;��i�t�ir i��I �=
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APPUCANT;P MITEE SIGNATURE ISSUED BY SIGNATU E
� - ,- CI� p�l��� BQILDING PffitMIT APPLICATION
Total Fee: $ "� Date Received:
� Date Approved: ���"��� �
Entered By:
Permit#: �
AI�L INFORMATION MIIST BE SIIBMITTED IN FiJLL BEFORE PLAN REVIgW �i+iILL B$ STARTED
(See Check-off List Enclosed)� �
--------------------------------------------- � ---------------------------
TH$ APPLICANT IS: (circle one) OWNER or CONTRACTOR
�ly� -- Q (i 4�f�J ZIP:
JOB SITE ADDRESS: �$ a r�v���►
(work) 331-$7� �
� oF owxEx: �uC t�H l�L lPS p$oxE: (home)331,�st3�'
1�lAILING ADDRESS: CITY: ZIP:
CONTRACTOR: �/}�v G L�C k F�� uT �L DC� CO�{P• PHONE: S/7� � ��78
MAILING ADDRESS: 193� �v- Wfl Y2NTy 1�L vD CITY: /�Vi(/�o L.IU/(� ZIP: ��3��
TYP$ OF WORK: New� Addition Accessory Structure Move
Demo Remo e /Alteration R�novate Land Alteration
PROPOSED woRR (describe in detail) : ��W �"�.v 6 L� �H.�/�Y �O�N E " �w��1�/N�
�^ �-C I C 'F W� '
STORIES: � SQ. FEET OF EACH FIAOR: o����' /�1 f���d "' �a?0 �l�v, /N 35�1 T.
NO. OF BSDROOMS: 'Y GARAGE STAI.LS: ATT. � DET.
$STIMATED CONSTRIICTION VALIIATION (ezclnding land) : $ /�� d��•
I hereby apply for a building permit and I acknowledge that the information
above is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City and with the State Building Code; that I
understand this is not a permit and w$rk is not to� start without a permit; and
that the work wil 1 be in accordance with the approved plan.
APPLICANT'S SIGL�l1'OItS� ��°` DATS: �"2��l'a
CHECR OFF LIST FOR ISSIIANCE OF Pffi2MITS
FOR OFFICE USE ONLY �
ADDRESS OR LEGAI�: 2 ���� �IXTI� � �f-� /�ID: �"'. ► ��� .z. � 3 I DC�l�
. . ! ..� � , ^���. 3�" - vvl�D//Vl0
� . ,.�
DESCRIPTION OF WORR: � I 4 i �' � �t�' �` '�� � - �� �
-------------------------- --------------
------------ � -- - �----
-- - -------- �
ZONING REVIEW BY: ��Y���1 DATE APPROVED � '" � �� '
BIIILDING REVIEW BY: DAZ'E APPROVED: ( cU - �-� p
�
�����������_��������� ���������������:�������������������: . ���,� � 0.4`_��_��������'
FEES TO BE CHARGBD: Misc Fees Calculated By• � ;/ '/` �1
PERMIT Yes �, No
PLAN REVIEW Yes �' No SEWER CONNECTION �
STATE SURCHARGE Yes� No WATER CONNECTION �- �
INVESTIGATION FEE Yes No� PARK FEE .-�
SAC Yes No �'� SITE INSPECTION -�
Number of SAC Units --- OTHER (specify) --
------------------------------------------------------------------------------
�, ,,.. � �
ZONING CHECR LIST Zoning District: �� �� �...
Fire Department: f- � �-- � Post Office: � , m. � School District: ,�� � _:t�l���(�
, ,
L
Lot Area: �� ��� ,� � Width: L� ;7"'� !' � Depth: D�? -
Survey Submitt�d: Yes� No Date of Survey: �' 2 y- �s'';�
Proposed Setbacks : � , _
J"� .�.
� 1 Front �T� �� � Right Side:�.fa� �
J
• _
�- � !
�t� Rear (£�Y_�}) 10 �-{� �33 Left Side: f ?!� ` �.'�
;
Ad jacent Structures : /` t;���; ��4: Wetland: �d/��
, ►
Building Height: Def. Hgt. %��'-., � Peak Hgt. t.`y'7
, �,. .
Avg. Setback: /� %� Lot Coverage: �' -� �
Existing Pr000sed
��.-� ���`' ;
Hardcover: 0-75 ' '��+�. Q�'J G��_g QO
6
75-250 ' ��'
zsa-Soo � I% � � ,� �
+ .
soo—z000 �
Hardcover Variance Required: Yes No �� Da�e 'of Coun(^!i\ l Approval:
��- T � , ��/��,����.���.,� f �
Grading: Staff Approval Date: =� � By�v�` <�� Council �Approval Date:
; �
J
Septic: Staff Approval Date:��� � � `T �.� By:l�'v�__ �
i
Zoning File:# -----�' Resolution #: '-- "� Resolution Date: �
,
i
. . i
P;��S (in house) I , +
� '" ' � .r-� • '% � "_ • , r ) ,`' _.t)f'L.._ t ' � �-,'
r�> �- C- -
. � ,� � , • • ` , . � - .
>
( ��. • � - � . , , ;
! ; �
,. _ _ ..__ _ ,_ . � ._.-_.�. _ -� - - - �'t - , .
BQILDING RL�VIEW CHLCR LIST '
QgC: �� �, - �j CONSTRIICTION TYPE:
Sq Footage $ Per Sq Ftg ��
Basement �jo8� x �f � Z� _ �0 2Z
lst Floor �� x _ _ �
2nd Floor y► 26 mo x s-�-2z- = SI 2 `�
Garage 112� X q�ly�Z = �'Y
,N�5 r�-� &-u� x i�l •s 3 = _ � i, a � �1
sc�fl,ccr� o2c:�1- 3�a � �LI. 6 z S,Z�3
TOTAL �� 3� � S•O o I�S3�_
b
Estimated Construction value: $ (�1(0+ �1 D 0°
Inspections Required: Work Requiring Separate Permi.ts:
Site Plumbing Grading/Filling
�Footing Mechanical Fire
Framing Septic Water Connection
_�Insulation �Fireplace Sewer Connection
�Wall Board (Masonry) �Other Po o )
/� Final �(Mfg. ) �Well State Permit
Other �Electrical (State Permit)
-------------�_------------------------------- --------------------------
REMA.RRS (IN HOIISE � )n������� �y���
-------------------------------------------------------------------------------
RF.'VIEW BY OTHERS: DATE:
Access : Existing New
Access Approval: Date By�
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R$MARRS (TO BS NOTSD ON PERMIT) :
I
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+
. , � '• �
. �
CI'�Y of �R�NO
Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
•
• - � �: On the North Shore of Lake Minnetonka
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of
data", we would like to inform you that your request for a permit or
Iicense from the City of Orono or any of its departments may require
you to furnish certain private or confidential information.
You are notified that:
1. The. information you furnish will be used to determine your
qualification for the permit or Iicense requested.
2. You may refuse to supply data, but refusal may require that
the City deny the permit or Iicense.
3. The information may be shared with other Iocal , state or '
federal agencies to the extent necessary to process the permit or
license.
4. If your requested permit or Iicense requires Council action
to approve, some information may become publ.ic.
5. You have certain rights under M.S. 13.04 to review pri�at�
data on �yourself.
6. Your full name is required to process this application or
permit.
�l�
F' st Middle st
p�o3 �J. /o a�
Address
� ���
City State Zip
_ �
�'�1�- �7'��Z_..- ..
Phone
I understand my rights as stated above.
� � - -
g ture . �
BUILDING&ZONING—473-7357 • ADMINISTRATION dk FIN.UVCE—473-7358 � PUBL[C WORKS—473-7359
ASSESSING °
�
� ' � ► . , ..
�.p4 RIGfl15 OF 3IIBTECTS OF DATa �
gubdivision L Type of data- The rights of individuals on whom the data is
stored or to be stored shall be as set forth in this section.
gubd. Z. Information r�d t� � �v� �����" An.individual asked to
� ' supply private or confidentiel data concera a amWithin the collect g stat agency,
purpose and intended use of the requeste
tem; (b) whether he may refuse or is legally
political subdivision, or statewide sys . �o� consequence arising from his
required to supply the requested date, (�� �Y �d (d) the identity of
supplying or refusing to supply private or confidentiel data;
other persons or entities authorized by stat�u��e�ke�o S pply��est gat ve da a
requirement shall not apply when an indivi
pursuant to section 13.82, subdivision 5, to a law enforcement officer.
The commissioner of revenue mav place thX re�und instructio uinsteadhoS
subdivision in the individuel income tax or cro�ertV ta
on those orms. . � -— - �
Subd. 3.
Access tc �ata bY in�vi�- � Upon request to a responsible �
authority, an individusl shall be informed whether h=�teeor confidentiaLe IIpon his
individuels; an d w he t her i t i s c l a s s i f i e d es public, p
further request, an individusl who � thoutlan Ccharge to himrlande if he des r e a shall
indivi d u e l s s h a l l b e s h o w n t h e d a t a w rt of that data. A f ter a n i n d i v i�u� � b e e n
6e informed of the content and meaning the data need not be �sc2osed to
shown the private data snd informed of its u���gction pursuant to this section is
him for six months thereafter unless a �SP
� pending or additional data on the individ�h �8 e or p blie dataruQonarequest by
responsible authority sha11 provide copies of p a�ible authority may require the
the individual subject of the data. The resp
requesting person to pay the actual costs of making, certifying, and compiling the
copies. lmmediately, ii possible, with any request
The responsible authority shall comQly ' of the date of the request,
made pursuant to this subdivision, or within five ��immediate compliance is not
excluding Saturdays, SundaYs and legal holidays,
possible. If he cannot comply with the request within that time, he sha11 so in�or h the
an d m e y h a v e a n a d d i t i o n a l f ive da y s within which to comply
individuel, �d Ie al holideys•
request, exeluding Sa tur d s y s, S u n�a Y s g
Subd. 4. Proce d t a'e w h e n d a t a i s n o t eccurate or �ta iconcerning h i me l�. T o
contest the accuracY or comp le t e n e s s�o f p u b li c o ln r i�i� the respensib le au t h o r i t y
exercise this, right, an indi�d�a1 s� notify �ible authority shall within 30 _
describing the nature of the disagreemen� 'I'he resP°
days either: (e) correct the data found to be �uiae��8e i°��ng pec pie ts namedt by
notify past recipients of inaccurate or incomp
the individual; or (b) notify the indi�idual that he believes the data to be correct.
Data in dispute shall be disclosed only if the individuel's ststement of disagreement is
• included with the disclosed data. ealed pursuant to the
' The determination of the responsible authority mo��tes ed aases•
provisions oi the administrative procedure act relating
;
_ . - �
�
rayc � vi �
� � EXTERIOR ENUELOPE AV�Rf�GC ''U"_ COMPl1T{1�fI0N_ �
� •J • � � O�
, i �� . �
Ow N E R: � 2^�ti P�- -��-�L�=--' � ------- �n 1�r ._ �j--
.--�-
SITE ADDRESS: PFiONE :
CONTRACTOR: _ PLAN # IC�Z
Determine wor•king square foota�e of each
l. Total exposed wal l area. . . . . � � �''9� -sy. ft . x . 11 = �`� ' � � z"'
2. Total roof/ceiling area. . . . . 'Z.� $� p sq. ft, x .026 = �(*. , g�
Total exposed wall zrea above .floor= _���� ��
a. Total wall window area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z-��� �
b.� Total door area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z.
c. Total sliding glass door area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ""
d. Total fireplace wall area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ""'
e. Total wall framing area (average lOq) . . . . . . . _ . . . . . . . . . . . . . . . . . . . � �
f. Total rim joist area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , .
g. net wall area a6ove floor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'�i �C1.Z
h. wall area above floor. . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . .
i . wall area a6ove floor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
j. frame wall area at ro�:ndation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Total exposed foundatior� area= 13 � ' � �
k. Total foundation window area. . . . . . . . . . . . . . . . . . . . . . . �
l . Total net foundation area above grade. . • • • • • • • • • • • • ( 3 Co�`I
Determine "u" value of each wall segment -� .
(e.g. window, door, each separate wail section)
� ��
ac� s�, � X ���„ , � z = �� �83
a _
b � 2_ x �,��� � �, � _ ,L�,,.�-�
X ����� --- _ .
c `— -_
d �-- X ����� ,.� _
e. z.-Ga�7 � �� X ����� �� = Z � � ��
f. z�3 .� X ����� � ay = «a t ��
g. Z-� Z� .c��.. X „���� ,a� _ � �,oc.a
h. X ����� _
1 X ����� _ .
- j , X "U" - If item A3 is the sam
� ����� - as , or less than item
k' �— nl , you have met the �
� , l 3'�P�� � X "U" � � = f� � ��' intent of SBC 6006 (c
� 3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Total = ���7� . � �
------.--,�-.--------____..---.----..____. ..____._._--______.._...` --- . -
� LINEAL FEET ERPOSED WALL
�
�
B LO CK: S�-I 'i' ZO t I lS �"Z_� �`"'� f k� '�" �' .�"� 1 �S1' J Z�r-
�', �-t �l f 33 r 3Z= Z73,�- l0f- ���/I-�-
KNEE: �S� Z�
WALKOUT: ��f
F U L L 1 : Z -1 3� S--
FULL 2 :
FIREPLACE:
RIM: Z1 3 ,�
� SQUARE FEET EXPOSED WALL AREA
BLOCK: Z�13 �� x . 5 = �'�� �1�
KNEE: � s'Z� x 5 = ,
? 4 zS
WALKOQT: S� x g = L,,,� 3 Z
FULL 1 : ��13 'S x 8 = �� g �(
FULL 2 : X g =
� � FIREPLACE: /M�-L-4L�L�;(� X =
RIM: Z'13 �� ,. 1 = Z'7� ��
TOTAL '
31d�v� $'
SQUARE FEET EXPOSED CEILING Z� $$
WINDOWS : DOORS :���) �-Z� � 1$ = 7Z
I! t I —C.w t 3 �' = C.o _ Zc� � � 3 ° :- 7� = °�Z-
1� ,t' t _. ��,,, � y � -� � � + -1 c��Z PATIO DOORS : _
,F.��
,�.� _ � � 3 � : � , 9 - Z,,.y,�-
BASEMENT UNITS :
t+�tt� 'e-�' � s- � R � z = � z-
� �--�.-1 S % � � � ' � �` Z" SKYLIGHTS : .
I - C�.P 3oS" �. IZ,Z
1 11 -�1 L"1 Z- � (� = l�
_.-----�-
. � Z��' '
� 4.,, TOTAL ExPOSED ROOF/CE I L I r1G CALCULAT I OPlS : �
Total exposed �
roof/ceilinc� area. . . . . . . . , sq ft
j) Total skyl ight area. . . . . . �-- sq ft x "U" �� a �'—
k) Total roof/ceilinq framing
area (Averaqe 1c19;) . . . . . .��i�sq ft x "U" Z. _ �' Z�
1 ) Total net insulated . • q
roof/cei l inq area. . . . . , . Z.sq ft x "U" t Q� � _ � l `��
y, TOTAL j) thru 1) �'�{[
If total of '-'4 is the same as , or less than /�2 , you have met the intent of
• 2 *SC?,�Z 1.16008 A ar_d 0.
ALTERP�ATE BU I LD i PIG ENVELOPE �ES I GN �
To utilize the total envelope system method , the values establ�ished by the sum '
of i tems .'-`3 and �`4 shal l not be greater than the sum of i tems N1 and !�2.
1 . �J�"{� ��Z,-- + ?. . ��� `� / _ � L 0 � �'
� �. � �.c� � ��7 `7 + 4. � � �C'3 = 3 c�1 .�
� � .
•• ROOF-CEILING .
�� ' R-VAI�JE
� �' . �� C�JNSTRUCTION
/�
, ,��~ � � 1• INTERIOR AIR Ti M � �� -
�"_- 3 � 2. 5/8" GYP. BD. SQ -
�� '�- "� 3. INSULATION �t� nn
4• EXTE
�� / , U 45 .80
�� „_,._ -- .0 2
� �
FRAME
�� � HFAT FiIOW 1. INTERIOR AIR FILM 0.61
. — � i 2. "
� 3. ULATION
�-1 4, � � R AIR FILM
- � 40. 15
FIG. #5 U = 0.024
CONSTRUCTION
r� e , , yw ,, � �, �� �,� , 1. INSIDE AIR FILM 0.61
..��i i�� • _' ._. .. ..... .._.. ..... . 2.
.__ 3•
4.
� 5. DE AIR FILM O.1Z—
TO'TAL.
� U =
_ .____, � -- FRAME
' L _ 1. INSIDE AIR FILM • 0.61
� � � Q � 2. .
I-�'AT F'LAW UP VF�IV'I'�.'D 3.
4.
5: 0
FIG. #6 ' U =
1. .INSIDE AIR FILM O.b1
q �--� 2.
4�� ,,.•:` 3.
, • . , � , �" 4.
. . ;.�+•� ' ; ,`' ; .� • � 5. R FILM 0. 17
� „ •� �.,, , , �.:�� �^ � TOTAL
t � vr ��
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RUN D^7'E: 10-25-90 HEEL OIN - 4SX (ICBU 1591) S3 1100 3.00 X 6.00 CTR CTR
PLATE VALVES MAY BE ~�
CSi SIZE LVMPBR 1.15FB MEMBF.R PORCF.S (LBS) VERIFIED WITH: @ ADDITIONAL k'LATE REQVIRF,D ��
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TOP .63 2X 4 1650F1,5 1900 TOP CHORDS Hydro-Air Eng., Inc. FOR SCARF CGVERAGE �--�
BTM .67 2X 4 1650F1.5 1900 J-F = 0 T F-S2 = 1676 C GRIP VALUES BASED ON DFL C�
'dP5 -87 2X 4 SPI°NO3 65� S2-G - i576 C G-B = 1676 C f� SPF LUMBER USING GROSS NOTES: �
I,�1MBF.R ��RESS LNCREASE: 15.0$ B-H < 1735 C H-53 = 1735 C AREA TEST METHOD. 1. TRUSSES MA*�l7FACTURED BY - ��
REFETIT�V� MEMBER STF�SS USED. ^•3-I = 1735 C I-C = 2094 C PLFITES - i0 GAUGE PTX-20 Superior T.uss. [rJ
F30TT'OM CHORDS GRIPPZNC 570-335 PSI PER PAIR 2. CONFORMS TO TPI-85.
LATERAL ?��F:'ING: K-r. = 1443 T E-51 = 976 T INCLUDES 15.0$ INCREASE 3. ANCHOR TRUSS FOR A TOTAL
Tqp �ftOFiD - ^,ONTIYUOJ; Si-D = 976 T D-C = 1605 T TENSION 910- 565 PLI PER PAIR HORIZONTAL LOAD OF 438 LBS.
9TM CHCRU - C"�NTii�i�UUS WGES S}IEAR 885- 431 PLI PER PAIR
�k UNE ftNTCF,' - K-F' £-G E-B K-J = 223 C K-F - 2005 C
'� - R-D D-H F-E = 210 C E-G = 475 C JT TYPE PLATE SIZE X Y
`'I'RUSS SPA�ING - 24.0 IN. E-B = 861 T B-D = 978 T �
@B 3010 5.00 X 6.00 CTR 2.1 .�
�-H = 475 C D-I = 369 C � 2001 4.50 X 4.00 3.5 3.5
LOA�L?JrC LIVE DEAD (PSF) D 1070 4.00 X A.00 CTR CTR
7'�r '�:HC 40.0 10.0 DL+LL DEFL = .31" IN D-C E 1070 4.00 X 8.00 CTR CTR
13TM CH�, ... 1^•u LL DEPL = .09" < 5/240 F 1Q12 6.00 X 6.00 CTR CTR ��
L7
TOTAL �;� 40.0 20.0 SC.O S/DL+LL DEFL=999 S/DEPTH= [.3 G 1001 2.00 X 4.00 CTR CTR `�
�`a H 1001 2.00 X 4.00 CTR CTR N
SUPPURT CRiTERIA
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TRUg5TAR2 -- VERSION 33.0 MEMBER FORCES (LBS) PLA:ING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED
RUN DATF: 10-25-90 TOP CHORDS (ICBO ].591) FOR SCARF COVEP.AGE ��
A-I = 2334 C I-S2 = 1757 C PLATE VALUES MAY BE �J
CSI SIZ�: LUMBER 1.15FB S2-P = 1757 C B-C = 1344 C VERSFIED WITH: NOTES: �1
TOP .97 2X 4 1950F1.7 2242 C-53 = 1757 C S3-J = 1757 C Hydro-Air Eng., Inc. 1. TRUSSES MANUFACTURF.D EY -
BTM .47 2X 4 1650F1.5 1900 J-D = 2334 C GRIP VALUES BASED ON DFL S��perior Truss.
WBS� .45 2X 4 SPFN03 650 � AOTTOM CHORDS & SPF LUMBER USING GROSS 2. CONFORM.^, TO TPI-85.
ERCEPTIONS: A-H = 1786 T H-F = 1786 T AREA TEST METHOD. 3. ANCHOR TRUSS FOR A TOTAL
52-B 2X 4 1650F1.5 1900 F-S1 = 1344 T S1-E = 1344 T PLATES - 20 GAUGE PTX-7_0 HORIZONTAL LOAP OF 393 LAS.
B-C C-S3 S1-E SAME AS S2-B E-G = 1786 T G-D = 1786 T GRIPPING 570-335 PSI PER PAIR
E-G G-D SAME AS S2-B WEBS INCLUDES 15.0% INCREASE
LUM[lER STRF.SS INCREASE: 15.0$ H-I = 128 T Z-F = 590 C TENSION 910- 565 PLI PER PAIR
REPETITIVE MEML'ER STRESS USED. F-R = 515 T F-C = 0 T SHEAR 885- 431 PLI PER PAIR
E-C = 515 T E-J = 590 C
LATF.RAL BRACING: G-J = 128 T JT TYPE PLATE SIZE X Y
TOP CHORD - CONTINUOUS A 2002 4.00 X 6.00 3.9 2.7
BTM C}10RD - CONTINUOUS DL+I.L DEFL = .49" IN B-C ** JOINT A ** REQUIRES WEDGE
ONE BRACE - I-F E-J LL DEFL = .09" < S/240 B 5101 4.00 7t 6.00 2.1 1.7 �b
. TRUSS SPACING - 24.0 IN. S/DL+I.L DEFL-780 S/DEPTH= 2.9 @C 5?50 4.00 X 8.00 CTR 1.6 �ti
D 2002 4.00 X 6.00 3.9 2.7 =.,
LOADINC LIVF DEAD (FSF) ** JOINT D ** REQUIRES WEDGE
TOP CHD 40.0 10.0 E 1050 9.50 X 9.00 CTR CTR
BTM CfiD .0 10.0 F 1070 9.00 X 3.00 CTR CTR �-n
TOTAL 40.0 7.0.0 60.0 G 1001 2.00 X 3.00 CTR CTR �
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SUFPORT CRITERIA I 1050 4.50 X 4.00 CTR CTR ��
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TRUSSTAR2 -- VERSION 33.0 LEFT RIGHT PLA?IVG CONFORMS TO TPI. S2 1100 3.00 X 6.00 CTR CTR �T�
RUN DATF.: 10-25-90 HEEL OIN - 4SX OIN - 4SX (I''EO 1591) (�1
PLATE VALU�S MAY BE @ ADDITIONAL PLATE REQUIRED
CSI SIZE LUMBER 1.15F8 MEMBER FORCES (LBS) VERIFIED WITH: FOR SCARF COVERAGE �
TOP .95 2X 4 1550F1.5 1900 TOP CHORDS Hydro-Air Eng., Inc. �]
BTM .82 2X 4 1650F1.5 1900 A-I = 2333 C I-S1 = 1756 C GRIP VALVES BASED ON DFL NOTES: t/Z
WBS .78 2X 4 SPFN03 650 S1-J = 1756 C J-K = 2864 C & SPF LUMBER USING GROSS 1. TRUSSES MANUFACTURED BY -
LEG@D .87 2X 4 1650F1.5 K-L = 2864 C L-M = 3390 C AREA TEST METHOD. Superior Truss.
EXCEPTIONS: M-S2 = 4391 C S2-N = 4391 C PLATES - 20 GAUGE PTX-20 2. CONFORMS TO TPI-85.
A-I 2X 4 1950F1.7 2242 N-D = 4781 C GRIPPING 570-335 PSI PER PAIR 3. BUILDING DESIGNER IS
I-S1 SAME AS A-I BOTTOM CHORDS INCLUDES 15.0$ INCREASE RESPONSIBLE FOR ADEQUATE
J-E 2X 4 DFLN03 925 A-H = 1785 T H-C = 1785 T TENSION 910- 565 PLI PER PAIR DESIGN OF TRUSS TO BRu
C-E SAME AS J-E C-F = 0 T E-B = 2791 T SHEAR 885- 431 PLI PER PAIR PLATE CONNECTION WHICH
LUMBER STRESS INCREASE: 15.0$ B-G = 3373 T G-D = 3936 T ALLOWS .48 INCHES OF
REPETITIVE MEMF3ER STRESS USED. WEB5 JT TYPE PLATE SIZE X Y HORZ. MOVEMENT P,T JOINT D
H-I = 128 T I-C = 590 C A 2002 4.00 X 6.00 3.9 2.7 4. ANCHOR TRUSS FOR A TOTAL
LATERAL BRACING: C-J = 1060 C J-E = 2228 T ** JOINT A ** REQUIRES WEDGE HORIZONTAL LOAD OF 400 LBS.
TOP CHORD - CONTINUOUS C-E = 2061 T E-K = 300 C H 1050 3.00 X 4.00 CTR CTR 5. PROVIDE DRAINAGE TO
BTM CHORD - CONTINUOUS F-E = 49 T E-L = 1398 T C 1070 5.00 X 8.00 CTR CTR PREVENT WATER PONDING.
ONE BRACE - I-C B-L = 572 T B-M = 604 C D *3-PLATES ON EACH SIDE* �
, TWO BRACES - C-J M-C = 554 T G-N = 339 C #1 2107 5.00 X14.00 13.3 2.5 x
TRUSS SPACING - 24.0 IN. ;i2 2600 3.00 X 6.00 14.1 1.5
DL+LL DEFL = .53" IN Z-J q3 2600 3.00 X 6.00 26.3 1.5
LOADING LIVE DEAD (PSF) LL DEFL = .31" < S/240 E 8191 10.00 X12.00 6.0 1.9
TOP CHD 40.0 10.0 DL�LL HORZ = .4A" AT D F 4000 2.50 X 4.00 CTR CTR LT1
BTM CHD .0 10.0 S/DL+LL DEFL=724 3/DEPTH= 2.9 G 1010 3.00 X 4.00 CTR CTR O
TOTAL 40.0 20.0 60.0 H 1001 2.00 X 3.00 CTR CTR LO
I 1050 4.50 X 4.00 CTR CTR L�.)
SUPPORT CRITERIA @J 5150 4.00 X 8.00 CTR 1.1 �.I"�
JT REACT WIDTH JT REACT WIDTH K �1001 2.00 X 3.00 CTR CTR
LBS IN-SX LBS IN-SX @L 5150 6.00 X 8.00 CTR 1.6 F� �
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TRUSSTAR2 -- VERSION 33.0 MEMBER FORCES (LBS) PLATING CONFORMS TO TPI. 32 1100 3.00 X 6.00 CTR CTR
RUN DATE: 10-25-90 TOP CHORDS (ICBO 1591) �
N-H = 0 T H-S1 a 2941 C PLATE VALUES MAY BE NOTES: ��
CSI SIZE LUMBER 1.15F8 S1-J = 2941 C J-K = 2814 C VERIFIED WITH: 1. TRUSSES MANUFACTURED BY - ��
TOP .95 2X 4 1650F1.5 1900 K-L = 3075 C L-M = 3733 C Hydro-Air Eng., Inc. Superior Truss. •
BTM .67 2X 4 1650F1.5 1900 M-S2 = 3882 C S2-P = 3882 C GRIP VALUES BASED ON DFL 2. CONFORMS TO TPI-85.
WBS .86 21{ 4 SPFN03 650 P-O = 0 T & SPF LUMBER USING GROSS 3. BOILDING DESIGNER IS .
EXCEPTIONS: BOTTOM CHORD3 AREA TEST METHOD. RESPONSIBLE FOR ADEQUATE
R-L 2X 6 1650F1.5 1897 A-E = 1845 T E-F = 1999 T PLATES - 20 CAUGE PTX-20 DESIGN OF TRUSS TO BRC
A-H 2X 4 DFLN03 925 F-H = 2448 T B-D = 2342 T GRIPPING 570-335 PSI PER PAIR PLATE CONNECTION WHICH
P-C 2X 4 1650F1.5 1900 D-2 = 2900 T I-G = 3257 T INCLUDES 15.0$ INCREASE ALLOWS .45 INCHES OF
LUMB6R STRESS INCREASE: 15.0$ G-C = 3184 T TENSIO� 910- 565 PLI PER PAIR HORZ. MOVEMENT AT JOINT C
REPETITIVE MEMBER STRESS U9ED. WEBS SHEAR 885- 431 PLI PER PAIR 4. PREVENT TRUSS ROTATION AT
A-N = 223 C A-H = 2643 C ALL BEARING LOCATIONS.
LATERAL BRACING: E-H = 677 C H-F = 472 T JT TYPE PLATE SIZE X Y 5. ANCHOR TRUSS FOR A TOTAL
TOP CHORD - CONTINUOUS F-J = 304 C J-B = 135 C A 4010 4.00 X 6.00 CTR CTR HORIZONTAL LOAD OF 457 LBS.
BTM CHORD - CONTINUOUS B-K = 242 T R-D = 1297 T B 1050 4.50 X 4.00 CTR CTR 6. PROVIDE DRAINACE TO
ONE BRACE - A-H D-L = 1267 T L-I = 591 T C 4214 4.00 X 8.00 2.9 2.0 PREVENT WATER PONDZNG. �
TWO BRACES - P-C I-M = 348 C M-G = 49 C D 6030 6.00 X 6.00 CTR 3.6 �
TRUSS SPACING - 24.0 IN. G-P = 135 T P-C = 4260 C E 5002 4.00 X 6.00 CTR 2.4
C-O = 244 C F 1050 3.00 X 9.00 CTR CTR
LOADING LIVE DEAD (PSF) G 1010 3.00 X 4.00 CTR CTR
TOP CHD 40.0 10.0 DL+LL DEFL = .68" IN K-L H 1073 5.00 X10.00 3.8 1.5 L�
BTM CHD .0 10.0 LL DEFL = .28" < S/240 I 1010 4.50 X 4.00 CTR CTR 0
TOTAL 40.0 20.0 60.0 OL+LL HORZ = .45" AT O J 1050 3.00 X 4.00 CTR CTR ��
S/DL+LL DEFL=637 S/DEPTH= 2.8 K 5150 5.00 X 8.00 CT12 2.7 �7
SUPPORT CRITERIA L 5130 5.00 X 6.00 CTR 2.7 �
JT REACT WIDTH JT REACT WIDTH M 1010 3.00 X 4.00 CTR CTR
LBS IN-SX LBS IN-SX . N 4100 3.00 X 4.00 CTR CTR � �
A 2159 3- 9 C 2159 3- 9 O 4100 3.00 X 4.00 CTR CTR
P 1010 3.00 X10.00 1.9 1.5 ��
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TRUSSTAR2 -- VERSION J3.0 MEMBER FORCES (LBS) PLHTING CONFORMS TO TPI. S2 1100 3.00 X 6.00 CTR CTR
RUN DATE: 10-25-90 TOP CHORDS (ICBO 1591) `b
N-H = 0 T H-S1 = 2941 C PLATE VALUES MAY BE NOTES: �1
CSI SIZE LUMDER 1.15FB S1-J = 2941 C J-K = 2814 C VERIFIED WITH: 1. TRUSSES MANUFACTURED BY - �n
TOP .95 2X 4 1650F1.5 1900 K-I. = 3075 C L-M = 3733 C Hydro-Air Eng., Inc. Superior Truss.
BTM .67 2X 4 1650F1.5 1900 M-S7 = 3882 C S2-P = 3882 C GRIP VALUES BASED ON DFL 2. CONFORMS TO TPI-85.
W8S .86 2X 4 SPFN03 650 P-O = 0 T & SPF LUMBER USING GROSS 3. BUILDING DESIGNER IS
EXCEPTIONS: BOTTOM CHORDS AREA TEST METHOD. RESPONSIBLE FOR ADEQllATE
K-L 2X 6 1650F1.5 1897 A-E = 1845 T E-F = 1999 T PLATES - 20 GAUGE PTX-20 DESIGN OF TRUSS TO BRG
A-H 2X 4 DI'LN03 925 F-B = 2448 T B-D = 2342 T GRIPPING 570-335 PSI PER PAIR PLATE CONNECTION WHICH
P-C 2X 4 1650F1.5 1900 D-I = 2900 T I-G = 3257 T INCLUDES 15.0$ INCREASE ALLOWS .45 INCHES OF
LUMBER STRESS INCREASE: 15.0% G-C = 3184 T TENSION 910- 565 PLI PER PAIR HORZ. MOVEMENT AT JOINT C
REPETITIVE MEMBER STRESS USED. WEBS SHEAR 885- 431 PLI PER PAIR 4. PREVENT TRUSS ROTATION AT
A-N = 223 C A-H = 2643 C ALL BEARING LOCATIONS.
LATERAL BRACINC: F.-H = 677 C H-F = 472 T JT TYPE PLATE SIZE X Y 5. ANCHOR TRUSS FOR A TOTAL
TOP CHORD - CONTINUOUS F-J = 304 C J-B = 135 C A 4010 4.00 X 6.00 CTR CTR HORIZONTAL LOAD OF 457 LBS.
BTM CHORD - CONTINUOUS B-K = 242 T H-D = 1297 T B 1050 4.50 X 4.00 CTR CTR 6. PROVIDE DRAINAGE TO
ONE BRACE - A-H D-L = 1267 T L-I = 591 T C 4214 4.00 X 8.00 2.9 2.0 PREVENT WATER PONDING. �
. TWO BRACES - P-C I-M = 348 C M-G = 49 C D 6030 6.00 X 6.00 CTR 3.6 �
TRUSS SPACING - 24.0 IN. G-P = 135 T P-C = 4260 C E i002 4.00 X 6.00 CTR 2.4
C-O = 244 C F 1050 3.00 X 4.00 CTR CTR
LOADING LIVE DEAD (PSF) G 1010 3.00 X 9.00 CTR CTR
TOP CHD 40.0 10.0 DL+LL DEFL = .68" IN K-L H 1073 5.00 X10.00 3.8 1.5 �-r
BTM CHD .0 10.0 LL DEFL = .28" < S/240 I 1010 4.50 X 4.00 CTR CTR O
TOTAL 40.0 20.0 60.0 DL+LL HORZ = .45" AT O J 1050 3.00 X 4.00 CTR CTR
S/DL+LL DEFL=637 S/DEFTH= 2.8 K 5150 5.00 X 8.00 CTR 2.7 ��
SUPPORT CRITERIA L 5130 5.00 X 6.00 CTR 2.7 �
JT REAC2 WIDTH JT REACT WIDTH M 1010 3.00 X 4.00 CTR CTR
LE1S IN-SX LBS IN-SX N 4100 3.00 X 4.00 CTR CTR � 3
A 2159 3- 9 C 2159 3- 9 O 4100 3.00 X 4.00 CTR CTR
P 1010 3.00 x10.00 1.9 1.5 ,_[��
S1 1100 3.00 x 6.00 CTR CTR �*��1
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1'RU3STAR2 -- VERSION 33.0 MEMBER FORCES (LBS) PLATING CONFORMS TO TPZ. S2 1100 3.00 X 6.00 CTR CTR
RUN DATE: 10-25-90 'fOP CHORDS (ICBO 1591) � - �
N-H = 0 T H-S1 = 2941 C PLATE VALUES MAY BE NOTES:
CSI SIZE LUMBER 1.15FB S1-J = 2941 C J-K = 2814 C VERIFIED WITH: 1. TRUSSES MAMUFACTURED BY - - ��
TOP .95 2X 4 1650F1.5 1900 K-L = 3075 c L-M = 3733 C Hydro-Air Eng., Inc. Superior Truss. �
BTM .67 2X 4 1650F1.5 1900 M-S2 = 3882 C S2-P = 3882 C GRIP VALUES BASED ON DFL 2. CONFORMS TO TPI-85.
WBS .86 2X 4 SPFN03 650 P-O = 0 T & SPF LUMBER USING CROSS 3. BUILDING DESIGNER IS
ERCEPTIONS: BOTTOM CHORDS AREA TEST METHOD. RESPONSIBLE FOR ADEQUATE
K-L 2R 6 1650F1.5 1897 A-E = 1845 T E-F = 1999 T PLATES - 20 CAUGE PTX-20' DESIGN OF TRUSS TO BRG
A-H 2X 4 DFLN03 925 F-B = 2448 T B-D = 2342 T GRIPPING 570-335 PSI PER PAIR PLATE CONNECTION WHICH
P-C 2X 4 1650F1.5 1900 D-I = 2900 T I-G = 3257 T INCLUDES 15.0$ INCREASE ALLOWS .45 INCHES OF
L1IMBER STRESS INCREASE: 15.0$ G-C = 3184 T TENSION 910- 565 PLI PER PAIR HORZ. MOVEMENT AT JOINT C �
REPETITIVE MEMBER STRESS USED. WEBS SHEAR 885- 431 PLI PER PAIR 4. PREVENT TRUSS ROTATION AT
A-N = 223 C A-H = 2643 C ALL BEARING LOCATIONS.
LATERAL BRACINC: E-H = 677 C H-F = 472 T JT TYPE PLATE SIZE X Y 5. ANCHOR TRUSS FOR A TOTAL
TOP CHORD - CONTINUOUS F-J = 304 C J-B = 135 C A 4010 4.00 7C 6.00 CTR CTR HORIZONTAL LOAD OF 457 LBS.
BTM CHORD - CONTINUOUS B-K = 242 T R-D = 1297 T 8 1050 4.50 X 4.00 CTR CTR 6. PROVIDE DRAINAGE TO
ONE BRACE - A-H D-L = 1267 T L-I = 591 T C 4214 4.00 X 8.00 2.9 2.0 PREVENT WATER PONDING. �
TWO BRACES - P-C I-M = 348 C M-G = 49 C D 6030 6.00 X 6.00 CTR 3.6 � x
TRUSS SPACING - 24.0 IN. . G-P = 135 T P-C = 4260 C E 5002 4.00 X 6.00 CTR 2.4
C-O = 244 C F 1050 3.00 X 4.00 CTR CTR
LOADING LIVE DEAD (PSF) C 1010 3.00 X 4.00 CTR CTR
TOP CHD 40.0 10.0 DL•LL DEFL = .68" IN K-L H 1073 5.00 R10.00 3.8 1.5 U7
8TM CHD .0 10.0 LL DEFL = .28" < S/240 I 1010 4,5� X 4.00 CTR� CTR �
TOTAL 40.0 20.0 60.0 DL�LL HORZ = .45" AT O J 1050 3.00 R 4.00 CTR CTR t�
S/DL+LL DEFL=637 S/DEPTH= 2.8 K 51.50 5.00 X 8.00 CTR 7,7 - �7
SUPPORT CRITERIA L 5130 5.00 X 6.00 CTR 2.7 :�
JT REACT WIDTH JT REACT WIDTH M �1010 3.00 X 4.00 CTR CTR
LBS IN-SX LBS IN-SX N �4100 3.00 X 4.00 CTR CTR - � 3
]1 2159 3- 9 C 2159 3- 9 O 4100 3.00 X 4.00 CTR CTR
P 1010 3.D0 R10.OQ� 1.9 1.5 ��
S1 1100 ;�'.60 X 6.00 CTR CTR �
'� F
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TRUSSTAR2 -- VER3ION 33.0 MEMBER FORCES (LBS) PLATING CONFORMS TO TPI. NOTES:
RUN DATE: 10-25-90 G-S1 = 1635 C S1-H = 1635 C (ICBO 1591) 1. TRUSSES MANUFACTURED BY - �
H-Q = 0 T PLATE VALUES MAY BE Superior Truss. � �
, CSI SIZE LUMBER 1.15F8 HOTTOM CHORDS VERIFIED WITH: 2. CONFORMS TO TPI-85. ��
TOP .55 2X 4 1650F1.5 1900 P-E = 230 T E-F = 562 T Hydro-Air Eng., Inc. 3. END VERTICAL(S) NOT �
• BTM .37 2X 4 1650F1.5 1900 F-D = 'I45 T D-A a 1520 T GRIP VALUES BASED ON DFL DESIGNED FOR WIND EXPOSIJRE.
WBS .89 2X 4 SPFN03 650 A-C = 1520 T & SPF LUMBER iISING GROSS 4. ANCHOR TRUSS FOR A TOTAL
LUMBER STRESS INCREASE: 15.0$ WEB3 AREA TEST METHOD. HORIZONTAL LOAD OF 460 LBS.
REPETITIVE MEMBER STRESS USED. P-O = 105 C P-B = 998 C PLATES - 20 GAUGE PTX-20 5. PROVIDE DRAINACE TO
. B-E = 708 T E-I = 827 C GRIPPSNG 570-335 PSI PER PAIR PREVENT WATER PONDING.
LATERAL BRACING: I-F = 553 T F-R = 499 C INCLUDES 15.0$ INCREASE 6. DUE TO TRUSS CONFIGURATION
TOP CHORD - CONTINUOUS R-D = 1420 T D-G = 308 C TENSION 910- 565 PLI PER PAIR TAKE EXTRA CARE IN HANDLING.
BTM CHORD - CONTINUOUS D-H = 152 C A-H = 103 T SHEAR 885- 431 PLI PER PAIR DUE TO OVERALL HEIGHT-TO-
ONE HRACE - P-O H-E F-R H-C = 2035 C C-Q = 183 C LENCTH RATIO, QUALIFIED
TWO BRACES - P-B E-S H-C JT TYPE PLATE SIZE X Y DESIGN OF PERMANENT
TRUSS SPACINC - 24.0 IN. DL+LL DEFL = .20" IN R-G A 1001 2.00 X 3.00 CTR CTR BRACING IS REQUIRED.
LL DEFL = .11" < S/240 B 5093 5.00 X 6.00 2.1 1.7
LOADING LIVE DEAD (PSF) S/DL*LL DEFL=999 S/DEPTH= 2.0 C 4214 4.00 X 6.00 1.9 1.8 `�
. TOP CHD 25.0 10.0 D b070 5.00 X 8.00 CTR 3.0 `�:
BTM CHD .0 I0.0 E 5093 4.50 X 4.00 2.0 2.2
TOTAL 25.0 20.0 45.0 F 1050 9.50 X 4.00 CTR CTR
G 1001 2.00 X 3.00 CTR CTR `T
SUPPORT CRITERIA H 1073 5.00 7C10.00 3.8 1.5 �
JT REACT WIDTH JT REACT WIDTH I 1010 4.50 R 4.00 CTR CTR ��
LBS IN-SX LBS IN-SX O 4100 3.00 X 4.00 CTR CTR ��
P 1124 3- 8 C 1124 3- 8 P 4010 4.00 X 6.00 CTR CTR N
Q 4100 3.00 X 4.00 CTR CTR ��
R 5130 8.00 X 8.00 2.1 1.7
MEMBER FORCES (LBS) • S1 1100 3.00 X 4.00 CTR CTR M 3
- TOP CHORDS � ��
O-B = 0 T B-I = 335 C /��,'{y
I-R = 688 C R-G = 1635 C V"'�
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19-00-00 � �
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TRUSSTAR2 -- VERSION 33.0 LEFT RIGHT PL;�TING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED �"��
RUN DATE: 10-25-90 HEEL OIN - 4SX OIN - 4SX (ICBO 1591) FOR SCARF COVERAGE Fb
PLh�C:�. VALUES MAY BE r�
CSI SIZE LUMBER 1.15F8 MEMBER FORCES (LBS) VER:FIED WITH: NOTES: �
TOP .69 27C 4 1650F1.5 1900 TOP CHORDS Hydro-Air Eng.. Inc. 1. TRUSSES MANUFACTURED BY - �
BTM .44 2X 4 1650F1.5 1900 A-G = 2576 C G-B = 1738 C GRIP VALUES BASED ON DFL Superior Truss. �'�
WBS .89 2X 4 SPFN03 650 B-H = 1738 C H-C = 2576 C & SPF LUMBER USING GROSS 2. CONFORMS TO TPI-85. F�
WOG@A 2X 4 1650F1.5 BOTTOM CHORDS � AREA TEST METHOD. 3. BUILDING DESIGNER IS Lzy
. WDG@C 2X 4 1650F1.5 A-F = 2144 T F-D = 2144 T PLATES - 20 GAUGE PTX-20 RESPONSIBLE FOR ADEQUATE 7-.
LUMHER STRESS INCREASE: 15.0� D-E = 2144 T E-C = 2144 T GRIPPING 570-335 PSI PER PAIR DESIGN OF TRUSS TO BRG �
REPETITIVE MEMBER STRESS USED. WEBS INCLUDES 15.0% INCREASE PLATE CONNECTION WHICH
F-G = 91 T G-D = 644 C TENSION 910- 565 PLI PER PAIR ALLOWS .26 INCHES OF
LATERAL BRACING: D-B = 1755 T D-H = 644 C SHEAR 885- 431 PLI PER PAIR HORZ. MOVEMENT AT JOINT C
TOP CHORD - CONTINUOUS E-H = 91 T 4. ANCHOR TRUSS FOR A TOTAL
BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y HORIZONTAL LOAD OF 284 LBS.
TRUSS SPACING - 24.0 IN. DL+LL DEFL = .28" IN B-H A *2-PLATES ON EACH SIDE*
LL DEFL = .15" < S/240 #1 2102 4.00 X 6.00 2.0 1.7 `�d
. LOADING LIVE DEAD (PSF) DL+LL HORZ = .26" AT C #2 2500 3.00 X 8.00 2.9 4.5 �`
TOP CHD 40.0 10.0 S/DL+LL DEFL=919 S/DEPTH= 2.4 @B 3001 4.50 X 4.00 CTR 1.5
BTM CHD .0 10.0 C *2-PLATES ON EACH SIDE*
TOTAL 40.0 20.0 60.0 H1 2102 4.00 X 6.00 2.0 1.7 C..7'7
!f2 2500 3.00 X 8.00 2.9 4.5 �
SUPPORT CRITERIA D 6070 5.00 X 8.00 CTR 3.0 `�
N
JT REACT WIDTH JT REACT WIDTH E 1001 2.00 X 3.00 CTR CTR �
LBS IN-SX LBS IN-SX F 1001 2.00 X 3.00 CTR CTR
A 1084 5- 8 C 1084 5- 8 G 1050 3.00 X 4.00 CTR CTR � �
H 1050 3.00 X 9.00 CTR CTR � ,�
�
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ti
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TC O 4-09-10 4-08-06 4-OB-06 4-09-10 �
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TRUSSTAR2 -- VERSIOti 33.0 LEFT RIGHT PLATING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED �
RUN DATE: 10-25-90 HEEL OIN - 4SX OIN - 4S7C (ICBO 1591) - FOR SCARF COVERAGE �!
PLATF. VALUES MAY BE
CSI SIZE LtlMHER 1.15F8 MEMBER FORCES (LBS) VERIFIED WITH: NOTES: �
TOP .69 2X 4 1650F1.5 1900 TOP CHORDS Hpdro-Air Eng., Inc. 1. TRUSSES MANUFACTURED BY - �
BTM .44 2X 4 1650F1.5 1900 A-C = 2576 C G-B = 1738 C GRIP VALUES BASED ON DFL Superior Trusa. ��
WBS .89 2X 4 SPF1103 650 B-H = 1738 C H-C m 2576 C & SPF LUMBER USZNG GROSS 2. CONFORMS TO TPI-85. G
WDG@A lX 4 1650F1.5 80TTOM CHORD3 AREA TEST METHOD. 3. BUILDING DESIGNER IS trJ
VDG@C 2X 4 1650F1.5 A-F = 2144 T F-D = 2144 T PLATES - 20 GAUGE PTX-20' RESPONSIBLE FOR ADEQUATE �
Lt1MBER STRESS INCREASE: 15.0$ D-E = 2144 T E-C = 2144 T GRIPPING 570-335 PSI PER PAIR DESIGN OF TRUSS TO BRG �,
REPETITIVE MEMBER STRESS USED. WEBS INCLUDES 15.OSK INCREASE PLATE CONNECTION WHICH
F-G = 91 T G-D = 644 C TENSION 910- 565 PLZ PER PAIR ALLOWS .26 INCHES OF
LATERAL BRACING: D-B = 1755 T D-H = 644 C SHEAR 865- 431 PLI PER PAIR HORZ. MOVEMENT AT JOINT C
TOP CHORD - CONTIlYUOUS E-H = 91 T 4. ANCHOR TRUSS FOR A TOTAL
BTM CHORD - CONTINLOUS JT TYPE PLATE SIZE R Y HORIZONTAL LOAD OF 284 LBS.
TRUSS SPACINC - 24.0 IN. DL+LL DEFL = .28" IN B-H A *2-PLATES ON EACH SIDEx
LL DEFL = .15" < S/240 #1 2102 4.00 X 6.00 2.0 1.7 �
. LOADINC LIVE DEAD (PSF) DL+LL HORZ = .26" AT C ti2 2500 3.00 X 8.00 2.9 4.5
TOP CHD 40.0 10.0 S/DL+LL DEFL=819 S/DEPTH= 2.4 @B 3001 4.50 X 4.00 CTR 1.5
BTM CHD .0 10.0 C *2-PLATES ON EACH SIDE*
TOTAL 40.0 20.0 60.0 N1 2102 4.00 X 6.00 2.0 1.7 O
#2 2500 3.00 X 8.00 2.9 4.5 `�
SUPPORT CRITERIA D 6070 5.00 X 8.00 CTR 3.0 ��
JT REACT WIDTH JT REACT W2DTH E 1001 2.00 X 3.00 CTR CTR �'J
LBS IN-SX LBS IN-SX F 1001 2.00 X 3.00 CTR CTR
A 1084 5- 8 C 1084 5- 8 G 1050 3.00 X 4.00 CTR CTR � ,.3
H 1050 3.00 X 4.00 CTR CTR
��
� x
10
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� M
12 �
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3x811 B1 82 3x811 O
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TC 4-09-10 4-OS-o6 4-08-06 4-09-10 �
8C 4-09-10 4-OB-06 4-08-06 4-09-10 � � �
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�9-00-0o x o
H a7
L�
TRUSSTAR2 -- VERSION 33.0 LEFT RIGHT FiATING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED L
RUN DATE: 10-25-90 HEEL OIN - 4S7C OIN - 4SIC (ICBO 1591) FOR SCARF COVERAGE �S
PLATE VALIIES MAY BE
CSI SI2E LVMBER 1.15FB MEMBER FORCES (LB3) VERIFIED WITH: NOTES: �
TOP .69 27C 4 1650F1.5 1900 TOP CHORD3 Hydro-Air ,Eng., Inc. 1. TRUSSES MANUFACTURED BY - �
BTM .44 2X 4 1650F1.5 1900 A-G = 2576 C G-B = 1738 C GRIP VALUES BASED ON DFL Superior Truss. �_
WBS .89 2R 4 SPFN03 650 B-H = 1738 C H-C = 2576 C & SPF LUMBER USING GROSS 2. CONFORMS TO TPI-85. ~�
�.:J
WDG@A 2X 4 1650F1.5 BOTTOM CHORDS AREA TEST METHOD. 3. BUILDING DESIGNER IS �e�
WDC@C 2X 4 1650F1.5 A-F = 2144 T F-D = 2144 T PLATES - 20 GAUGE PTR-20 RESPONSIHLE FOR ADEQUATE `��-r�
LUMBER STRESS INCREASE: 15.0$ D-E = 2144 T E-C = 2144 T GRIPPING 570-335 PSI PER PAIR DESIGN OF TRUSS TO BRG ��
REPETZTSVE MEMBER STRESS USED. WEBS INCLUDES 15.0� INCREASE PLATE CONNECTION WHICH
F-G = 91 T C-D = 644 C TENSION 910- 565 PLI PER PAIR ALLOWS .26 INCHES OF
LATERAL BRACING: D-B = 1755 T D-H = 644 C SHEAR 885- 431 PLI PER PAIR HORZ. MOVEMENT AT JOINT C
TOP CHORD - CONTINUOUS E-H = 91 T 4. ANCHOR TRUSS FOR A TOTAL
HTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y HORIZONTAL LOAD OF 284 LBS.
TRUSS SPACING - 24.0 IN. DL«LL DEFL = .28" IN 8-H A *2-PLATES ON EACH SIDE•
LL DEFL = .15" < S/240 lil 2102 4.00 X 6.00 2.0 1.7 X
• LOADING LIVE DEAD (PSF) DL+LL HORZ = .26" AT C #2 2500 3.00 X 8.00 2.9 4.5
?OP CHD 40.0 10.0 S/DL+LL DEFL=819 S/DEPTH= 2.4 @S 3001 4.50 X 4.00 CTR 1.5
BTM CHD .0 10.0 C *2-PLATES ON EACH SIDE*
TOTAL 90.0 20.0 60.0 #1 2102 4.00 X 6.00 2.0 1.7 ��
#2 2500 3.00 X 8.00 2.9 4.5 �
3UPPORT CRITERIA D 6070 5.00 X 8.00 CTR 3.0 ��
N
JT REACT WIDTH JT REACT WIDTH E 1001 2.00 X 3.00 CTR CTR �
LBS IN-SR LBS IN-SA F 1001 2.00 X 3.00 CTR CTR
A 1084 5- 8 C 1084 5- 8 C 1050 3.00 X 4.00 CTR CTR � �,
• H 1050 3.00 X 4.00 CTR CTR
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TC o 5-00-14 4-08-15 4-08-15 4-08-15 4-08-15 5-00-14 o O !n
BC 9-09-13 9-OS-14 9-09-13
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TRUSSTAR2 -- VERSION 33.0 LEFT RICHT PLATING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED �
RUN DATE: 10-25-90 HEEL OIN - 45X OIN - 4SX (Ic:F� 1591) FOR SCARF COVERAGE
PLATE VALUES MAY BE r�
CSI SIZE LUMBER 1.15FB MEMBER FORCE5 (LBS) VERIFIED WITH: NOTES: �r�
TOP .63 2X 4 1650F1.5 1900 TOP CNORDS Hydro-Air Eng., Inc. 1. TRUSSES MANUFACTURED BY - r�
BTM .67 2X 4 1650F1.5 1900 A-F = 2153 C F-52 = 1794 C GRIP VALUES BASED ON DFL Superior Truss. ~�
WBS .50 2X 4 SPFN03 650 52-G = 1794 C G-B = 1794 C & SPF LUMBER USING GROSS 2. CONFORMS TO TPI-85. �
LUMBER STRESS INCREASE: 15.0$ B-H = 1794 C H-53 = 1794 C AREA TEST METHOD. 3. ANCHOR TRUSS FOR A TOTAL �.
REPETITIVE MEMBER STRESS USED. S3-I = 1794 C I-C = 2153 C PLATES - 20 GAUGE PTX-20 HORIZONTAL LOAD OF 936 LBS. ��
BOTTOM CHORDS GRIPPING 570-335 PSI PER PAIR ��
LATERAL BRACING: A-E = 1654 T E-S1 = 1022 T INCLUDES 15.0� INCREASE
TOP CHORD - CONTINUOUS S1-D = 1022 T D-C = 1654 T TENSION 910- 565 PLI P6R PAZR
BTM CHORD - CONTINUOUS WEBS 5HF,AR 885- 431 PLI PER PAIR
ONE BRACE - E-G E-B B-D F-F, = 370 C E-G = 475 C
- D-H E-B = 978 T B-D = 978 T JT TYPE PLATE SIZE X Y
TRUSS SPACING - 24.0 IN. D-tt = 475 C D-I = 370 C A 2001 4.50 X 4.00 3.5 3.5 "'�
@8 3U10 5.00 X 6.00 CTR 2.1 x
LCADItJG LIVE DEAD (PSF) DL+LL DEFL = .31" IN P-C C 2001 4.50 X 4.00 3.5 3.5
TOP CHD 40.0 10.0 LL DEFL = .10" < S/240 D 1070 4.00 ; 8.00 CTR CTR
BTM CHD .0 10.0 S/PL+�LL DEFL=999 S/DEPTH= 2.4 E 1070 4.00 X 8.00 CTR CTR LT1
TOTAL 40.0 20.0 60.0 F 1001 2.00 Y 3.00 CTR CTR �
G i001 2.00 X 4.00 CTR CTR �'�
SUPPORT CRITERIA H 1001 2.00 X 4.00 CTR CTR �' I
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JT REACT WIDTH JT REACT WIDTH I 1001 2.00 X 3.00 CTR CTR
LAS IN-SX L85 IN-SX 51 110� 3.00 X 6.00 CTR CTR FT� 3
A 1712 3- 8 C 1712 3- 8 52 1100 3.00 X 6.00 CTR CTR ~�
S3 ].100 3.00 X 6.00 CTR CTR �, �
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White Copylinspector's File Canary CopylSite Notice
DATE /y TIME
CITY OF ORONO CALLED IN G�Q��-��90 V � �U
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�� � DATE TIME
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� DATE TIME
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�/ DATE � TIME
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OwnerlContr r n i e:
Inspector.
White Copy/inspector's File Canary CopylSite Notice