HomeMy WebLinkAbout1992-004230 - new residence ��
T I'EI�MI�
CITY OF ORONO � ����,��� �z����: h:�j���i����
1335 Brown Rd. South • P.O. Box 66 Permit Number: �;ii�.i:;�y
Crystal Bay, Minnesota 55323 � Date Issued:
(612) 473-7357 �'�`'�'���'-s�'
- -_ . _. _
SITE ADDRESS: _. _ -- _ _
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DESCRIPTION:
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CONTRACTOR: OWNER:
- A��F•1 i���-�t. -
C��=fTTEA�1 .t��E�iiV
i�.�c� L.I LVE� V I EW C�F
�,��;����� t�iN 5�=,`��;
t:�=,1��i t�.7<a—F.w,�_:
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��F'C_l.• : �i E�ii rsC�i; �:f:+�;c�`.=; TCi �`,i:� �1...L �����i��:. 1��`�i •��1'�I��i' t=����`iF'L I►ifi�l��E. 'sj,3�Ti-� HLL 5::i T4' iw;��
�t.=,f����� � ;�;�T as���" = r�t�� =�TF;Tc �i;� �;I i••�i�fC�'�:�:�T�� ��!1 I LCr i t�j�� C:�,!i� ���a�i_�I�`r�;���i���'=; .
ti.�---
A PLICANT�PERMITEE SIGNATURE ISSUED BY:SIGNAl UNE C��r)
'_ , _ y •
� CHECR OFF LIST FOR ISSIIANCE OF P$F2MITS
FOR OFFICE USE ONLY
A�JDRBSS OR LEGAL: Zcasc� S�t�vfr�vir-w Oa.�v� PID:
DESCRIPTION OF WORK: NE w R�S.
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ZONING REVI�FI BY: ��„J�, t�w�— DATE APPROVED: 3' 2-`��4Z
BIIILDING REVIEW BY: �, ,�„ (Q �t�,�„- DATE APPROVED: �- z�{-5 Z.
FEES TO BE CHARG�: Misc. Fees Calculated By:
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)
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ZONING CHECR LIST Zoning District: 2R-I �
Fire Department: (,�N �.� Post Office: (�, L� School District: pQ..B�
Lot Area:�lp��r- °►by Z.'�� Width: �t' Z-7S Depth: 3 5u
Survey Submitted: Yes_� No Date of Survey: t� - ZS-� l
Proposed Setbacks : ,
Front (L�) : �y += Right Side : �j S.�
Rear ( Street ) : ( 3D�-±- Left Side: (I S �"�
Adjacent Structures : /U��4 Wetland: /1(�/�
Building Height: Def. Hgt. Zb-5� Peak Hgt. 3�{ 5�
Avg. Setback: Lot overage:
Exi ing P oposed
�
Hardcover : 0-75 ' �
75-250 ' ��
250-500 ' l
�
500-1000 ' �
Hardcover Varianc Requ red: Yes No Dat� of Council Approval :
Grading: Staff A roval Dat : B . Council Approval Date:
Septic: Staff A proval ate. BY:
� II
Zoning File:# 1 R solu ion �: � Resolution Dates _
% ,
RFMARKS (in house) : ��
; j '
� � �
� � I
.`
- - - ___ _ _. .. _. _ � . , _ -- ��
BIIILDING REVIEW CHSCR LIST '
IIBC: $f� �-3 CONSTRIICTION TYPE: �-
Sq Footage $ Per Sq Ftg
Basement �y 3s� x i 5.65 = ��,.sn�.�a
lst Floor �4 3f� x (�2�65 - n �s� . ZL
2nd Floor �3 �D x �z.65 = 8 .�s�s,3�
Garage 4'SfS`6 X �5�"73 = � 3. `�e� �2y
:. .,��� i�� X 4�t2a = �, Hyo.�z
TOTAL
Bstimated Construction Value: $ 220, o o z>�°
Inspections Required: Work Requiring Separate Permits:
Site D( Plumbing Grading/Filling
Footing �Mechanical Fire
Framing �Septic Water Connection
Insulation �Fireplace Sewer Connection
o�Wall Board D� (Masonry) �Other �vN r i�a �e�
�Final (Mfg. ) �,Well State Permit
Other _�C Electrical (State Permit)
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REMARRS (IN HOOSE) :
------------------------------------------------------------------------------•
REVIEW BY OTHERS: DATE:
Access : Existing New
Access Approval: Date BY�
-------------------------------------------------------------------------------
F:EMARRS (TO B$ NOTgD ON PERMIT) :
, , CITY OF ORONO - BliILDI�TG PERMIT APPLIGATION
Total Fee: $ ;�-�� �", � yJ ~ Date Received: � - (O� g�
Date Approved:
Entered By: E'�.���"�
Permit#: ��,�_a c%
ALL INFORMATION MIIST BE SIIBMITTED IN FLTLL BEFORE PLAN REDI�W i�ILL B$ STARTED
(See Check-off List Enclosed)
----------------------------------- ------------------------------------------
THE APPLICANT IS: (circle one ) OWNER or CONTRACTOR
JOB SITE ADDRSSS: 26.fO �y�lJ/e!�) DR/d� ZIP: Jr�3✓��
(work) S5�/�3D�
5i7�-665i3
NAML OF OWNER: ���jN � �oNN� �o�,Acc PHONE: (home)
MAILING AnnF.Ess: .t/y3/.� yy� � !� c��: ��i�ou � ziP:Ssyf%
CONTRACTOR: PHONE:
MAILING ADDRESS : CITY: ZIP:
TYPE OF WORR: New� Addition Accessory Structure Move
Demo Remodel/Alteration Renovate Land Alteration
PROPOSED WORR (describe in detail) : U�//�� �c,J �/r��
STORIES: pZ_ SQ. FEET OF EACH FLOOR: /y3��i�//✓���0,2 �6���, /,370 �`���
NO. OF BSDROOMS:� GARAGE STALLS: ATT, S DET.
$STIMATED CONSTRUCTION VALIIATION (egcluding land) : $ �J��j�.�
I hereby apply for a building permit and I acknowledge that the informatior_
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 work is not to start without a permit; anc
that the work will be in accordance with the approved plan.
APPLICANT'S SIGNATORE: DATE: 1 8 9Z
i
. �
�
C ITY of ORONO
Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Officea
•
� - � � 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 license 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., s�ate or
federal agencies to the extent necessary to process the permit or
license.
4. If your requested permit or Iicense requires Council act�on
to approve, some information may become public.
5. You have certain rights under M.S. 13.04 to review private
data on yourself.
6. Your full name is required to process this application or
permit.
T I��I ✓ �r�o�e�tu
First Middle Last '
/y3/S y�'� �� /�/
Address
p � ,�,���/
Ci y State Zip
SS3-�96,�
Phone
I understand rights as stated above.
nature
BUILDING&ZONING—473-7357 • ADMINISTRA710N&FINANCE—473•7358 •. _ PUBLIC WORKS—473-7359
ASSESSING
� •
. i
y�.p,4 RIGflTS OF SIIBJECTS OF DATA �
gubdivision L Type of data- The rights of individusls on whom the data is
stored or to be stored shall be as set forth in this section.
Subd. Z. Informa�on �d to be g��►� ��vidusi. An.individuel asked to
(a) the
� ' supply private or confidentiel data concerning himself shall be informes gte a ency,
purpose and intended use of th erequ em;d (b) whether he maye efuse or is leg�
political subdivision, or statewid sYs �o� consequence arising from
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 statueolr�e�kedlto supplyeinvestigat ve� data
- requirement shall not apply when an indrvid
pursuant to section 13.62, subdivision 5, to a law enforcement officer.
The commissioner of revenue me oleT� t� re°�d lnstructio uinsteadhos
subdivision in the individuel income tax �r r
on those orms. . - � --- -- � .
A�� tp �� � ����, Upon request to a responsible
Subd. 3.
authority, an individuel shall be informed�wh ublic, pr'vateeor confident'al.e Upon his
individuaLs; and whether it is classified p ublic data on
further request, an individual who is tbe subject of st to�mri�v�gae if he desires, shaIl
individuels shell be shown the data withou����Y i�� �ter an individusl hes been
�e informed of the content and meaning t� �� need not be disclosed to
shown the private data ar►d informed of Its u���action pursuant to this section is
him for six months thereafter unless 8 �SP
� ending or additional data on the individuh h�a eeor public datarupongrequest by
' P require the
responsib le au t hori t y s h a l l p r o v i d e c o p i�The respcnsible aut hori t y m a y �n the
the individual subjeet of the data. certif 'n and comp g
requesting person to pay the aetusl eosts of making, Yl 6�
copies. immediately, if possible, with any request
The responsible authority shalt comply ' of the date of the request,
made pursuant to this subdivision, or within five days
excluding Saturdays, Sundays and legal holidays�ni��m��ahe sha11 so�info m the
possible. If he cannot comply with the request wit
individuel, and may heve an additionel five d�aYS v+►ithin which to comply with the
request, excluding Saturdays, SundeYS end legal holidays.
Subd. 4. Procedure when data is not acc�ate or complete. An in���.To
contest the accuracy or completeness�of public or privete da the�res�le authority
exercise this t'ight, ar► ind�v�dual she� notify � ��e authority shall within 30
describing the nature of the disagreemen� The respe
days either. (a) correct the data found to be inae��e���ng�eC1p1��namedt by
notifq past recipients of inaecurate or incomp
the individuel; or (b) notify the individuel ihat he believes the data to be ement is
Date in dispute shall be disclosed only if the individual's statement of disagr
• included with the disclosed data. � 8ppeeled pursuant to the
' The determination of the responsible authority may
provisions of the administrative procedure act relating to contested cases.
• � 7� W -� ��� • ' �
v► �� ��,yy� �
. ,�i �
�� , .
� �XTERIOR ENVELOPE AVER�[GE "U" COMPUTATIONS •
(to.be aubmitted vith.building.permit applicationa)
TyDe �'Au Buildings � Contractor
Type u8'� Buildinge ' ' Site Address �
'Date (f ' Z( -�I Phone �CO -�, ( Other P� � J�i'��� �1 .
LINEAL FT. OF �r 3 I
EXPOSED WALL I�� �( ZZ.S�rCAV�.) FT. ABOVE GRADE= '3USZ' �
• TOTAL EXPOSED WALL AREA SQ. FT.
� OPAQU.E WALL CONST TIQN• "U" valus x area ' • • •
la ).� A51c ��U��p.l0�x sq. ft. ZSI.`1) . 2(�."7o U A
Datail � ��U�D.o x Sq. ft._��s � .Z �U��A
reference • U �x aq. ft.�2o Z (
trom "U�' p x aq. ft.�� . (U A •
' attached G l +"U��O. x aq. tt.� :�= c�• U A
� ahesta "U" . I x �q. 'f t. ���'�T_ • U A
"U�'O � X 8q. tt.__:�7b•7! ` , Z U A
. "U" x sq. ft. _ ' U (A
uU�� x sq. ft. � �U)�A) .
WINDOWSt "U�' value x area
Make & type �l.• 11�lSt1L. "U"D, x aq. f t. 3r 3.95� !51�.98 (U)(A
u u ' ��U�� x aq. ft.�'� (U A
p �� "U" x sq. ft. = U A
u u • upu x sq. ft. = U A
N �� "U" x eq. ft. � U A
�� �'� "U" - x aq. ft. ' = U A
u n uUu X aq. ft. • U A �
� p �u . . uVa . x sq. ft. �� U (A
� DppRS: "U" valu x area �� �� 2 . Z.5o U)(A
r��cs & t e �r-f�L I�KJ�. U o��x.aq. ft. 378
YP
u n ��p�� x sq. ft. •" ! U)(A
u n C. ��Un�x aq. f t.�0.� �� (U)(A
U X sq. fti. _ (U (A .
�� �� "U" ' x cq. ft. ' (U (A
u o . ��Uu x sq. ft. �� (U (A
� ' TOTALS�2•� gq.Ft.3��3 (U�(p�•
� TOTAL (lT)(A) VALUFa" DIVIDED BY 388•83 � `��� AVC. �'U" :
• TOTAL WALL AREA 2, gZ�3 • i
JJ FtEQUIRED AVa. "U" O.�I
I ROOF/CEILING: �---
± TOTAL AR�4• ��� .sq. f t.
� Detail ��(�- C�IU N� "U"b.022X sq. ft. �S�r-O . G(-. U (p I
' reference "U" x sq. ft. � U (A
' from "U!' x sq. ft. • U A '
! attached "U" x sq. ft. � (U �A �
shests � "U"�x eq. fr. � (U (A) (
� � . TOTALS I�a Sq.Ft:� � (U)(A) I
TOTAL' (U)(A) VALUES DIVID�D BY �d-•� _ ����. AVG. "U° �
TOTAL ROOF/CEILING /�REA '�� " t' Q.Q2� �
i ' • . REQUIRED AVC. U
TOTAL ENVEIAPE CALCUL4TION.METHOD
DESIGN: • . � •
� WALIS = x TOTAL WALL,ARE.4 = ,
i
ROOF/ � x�TOTAL ROOI'/CEILINC•A��A • �
CEILIPIG ' TOTAL
ACTUAL2 •
� WALLS . � x �
ROOF/CEILIrG x • �
� • . TOTAL
� ACTUAL. _ DES ICN � , G�'�'��T � O� �
i . . , .
� FRAMIN(3 ADJUSTMENT FOR OPAQUE WALL� O'��� S I�.�/�.�
� lOx 16�� O.C. , STRU IOK • R—VALUE
: , 77G 24 0.C. • �6�p����SIC�
t � .INTERIOR I . 0 68
TOP VIEW • �
.
OF WALL � 3 .L'f2 �'rw� �,,, Z
4 !F. 1 2" �S, � [o
s S T 10 I • Z
6 6 .. '
' • � ' ' TOTAL R I
' • ' , T �IC�WAt.L_ . . ��vu o.lo�`� �
. 7 INTERIOR AIR FI 0 68
: 8 . 2�
9 9 5 � . o.
BASIC WALL • • 10 � ��' l9.op
' " 5.
" 11 ° z
� •o.�
. � I2 EXTER OR•AIR F LM �
PERIPHERAL • TOTAL R Z
FLOOR � �IM • � nUu ;o
" �3 INTERIOR �AIR FI
�s �14 z
' ''15 s" cs.s: . . . ;c�
" 16 i .6
�' , • ' � 17 • TERIOR R FI
�(„�[,K TOTAL It t.
� U
n u
� � . �9 I•8 INTERI R�AIR FIUt •
FOUNDAT ON • o . . 19 �h" ��, • • .�
WALL ► i 20 ----
. � 21•EXTER OR �� Z
. R FI
� • ' , • . TOTAL It_ 1�12
• • • ..�. ' . IlUll p��.-���
. . . ��
� UNDERSIDE 0 • • • '
� CAI�TILEVER - . . .. . ' , � .. ,
�
� CAuTI�Y� C�F �4YPt,►c
± A���
. =i �� 22 INTERIOR AIR FI � 0.92
: 23 �, �
2 24 0.�
• , 25 EXTER OR A R
.
. . ' TOTAL R 2o.'T
� � • .
i • . . . . • �'Up O.O
i • . . .
� �� EXT�IOR IR FI ST LL ` "0 6
Z$ � • o0
Z9 NTE OR A R �
. • . . . • TOTA R
i -_ ROOF/CEILIN • �° . . .. . nUa 0. 'Z
, . .
i • ' '
i . : . . . . .. � .' '
. � . •
• 30 EXTERIO 'AI 'FILM � 0 7
. . .. •
�� .31• � • .
32
u 33 � .
ROOF/CEILINa '3�► �R PA
3S
36 .
37: ER oR • .
• , . ' . • MQt..��r
' : - ' � . �. � � � • , ' � �� T-. ���
. . -�-=. �Des1gn � Reso�arce . r.oup
�aia t;�sslo�aweu,.Norsh u�ts,uw ssaa�
� � '.
-• ARCWTECiS�ENGWEERS�DESIGNERS
:�, .#
� �s• . , � 8us.(612)566-36T1 Fax.(612)56�-1361
i . ... . . .. . .
: ... ._ : � :. _. . ��11��- ��t1��
� gRA�(IN(i AA7USZM�t�T FOR OPAQUE WALL
" lOX 16" O.C. f6�C :I �UG",�ION R-VALUE
7X 24�" O.C. F!
� 1 INTF.RIOR AIR FILM 0 6$
• s � 1 •
TOP VZEW j 3 t 5 O� •
OF WALL a 4 D•
s 5 —
, � 6 6
TOTAL R .
��E �� nUo d
? 7e INTERIOR AIR FII.�t ,_,_0 68
O M - .
9 9
� � 10 5
L�'�` .,' �' � ,i 11
. .. � 12 ERORARF
' _ _ TOTAL R o
uVu ,p
FRAMZN(3 AAIUSTMP.'NT FOR OPAQUE WALL
lOX 16" O.C.
� 7x 24" O.C. .
� 1 INTERIOR AZR FIIM 0.68
t ? •
TOP VIEW � 3
OP WALL • a 4
s 5 .
6 6 .RIOR AIR FIIM .1 _ .
. TO A R�,__
• uv o
' 7 INTERIOR AIR FIL�[ ' 0.68
S
9 g
�nt(' !�Tf� . , , lO
11 . 11
� ' 12 EROAA . ''
�.'_ TOTAL R�,�
I PERIYHERAL • . . nvu
7 FIAOR _ . --
�
( . �
+. . ' , .
. � • �
. , . • • ,
, • . �;; . , ' „
. . . . � .; ., .•.� .. , •.� . , . , '
. . .. . . S4-���r 3 n��-
� � - . -�=. �Design� � Resoi�arce Gr.ou
�a,61�aJor avo�w:No�tl� I�Apis,uw ss.a7 �
,��. -? # a:tct�crs�exca�s�c�ca�as
•
8us.(612)566-3871 Fax,(g�z�sa�-�ss�
. ... : D�s�: . Reso�:�rc� Grou
, ' �� 74i611�aJor Avonuo North. Mpis,MW 55443 �
- � .. . .
:��s � �, � .� ARCWTECTS�ENCUJEERS�DESIGNERS
� � � � " Bus.(612)566-3871 Fax.(612)561- 61
. ...: . . . . �0�l�� �-'�fb.�i��.
. , . . . . . .. . . . . . . .
. . Re���-�-a4 .� . �. .� .. . . . . • .. . � � . . . . . ...
. . . . . . � . � ' , • .
FLOQR FACTN(3 UNNEATffl �SPACE ' ' ' � �
.. . . � . ... . .. . ' . . • , .
. .In#eh.Coh a.Ln {.Llm � • 0.9Y � . � • � .. .
• ,. 3/4" •TSG plywood:• . 0.9�3
• ' • 3�"� F.' F. :c`.nsula�ton•.. .• 19�.00 � ' • =
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O O O O fA1LUNE TO BUILO IME IRU55 IN CONFORMANCE MITH OST88 BY TPI FOR AOOI110NA1 SPECIAL PEPNANENI BRACING NE !V[111f10�M�1M1�M�OILT
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12.00
3X10 (E3)
0-f0-6 ds.00 3X4 6.00 �0-10-6
� 12 5X 10 � 2 .5X4 T
5X4 5X8 3X6 (E3) _
3X (E3) � _
0-ii-4 9-ii-4 10-1-8 9-11-4 0-ii-4 °' _
� 3-0-0 12-7-12 2-6- 11-10-4 m =
� 30-0-0 OVER 2 SUPPORTS ^ =
* R�1769/ W� 6.00' A-1769N N� 6.00" �
*
PLT. TYP.-ALPINE SEON-- 12052 REV 15.6.5 SCALE � 0.1875
I�L�INE ENGINEEAEO PHOOUCTS, I�1C. fM155E5 i�OUfAE E%TREME C�RE �.���i�rt nMr n�s rw: OESIGN CRIT:TPI REF R760--13951
� � � � � � �*IMPORTANT�*�«�.��s���a�E Foa.NY WARNING �N HRN0.ING. E�CTION .� „u,,,�,,,,,,a,�,,�,,,,�
� � � � OEVIA7ION fROM 1NI5 OESIGN OR TNESE SPECIFICA7ION5, OR ANY BRACING. SEE NIB-91 BY �vt. SEE 1NI5 OESIGN ����K��p����R TC LL �O.O PSF DATE 04/24/92
O O � O FAtIURE i0 BUILD TME 1RU55 IN COIfORM�NCE YIiM OSi9B BY 1P! FOR�ODIIlONAI SPECIRL PEHMANENT BRACIN6 RE ��f101 N�A14t 1 1M��ILt
� O O O �LPINE COWIELTORS ARE MAOE OF 20G�6ALY. SIEEL MEEItNC�STM WIREMENiS. UNLESS OTHERMISE lNDICAlEO, lOP KpflqO"/��p/�(3,llMil OiltO TC. �L 7•0 PSF �AwC7 1LUSR760 92lf5016
O O O O A�48 GN A EIICEPi AS NOTEO. �PPLY LONIIECTORS IO EACM F�[E Of [MORO SMALL BE I�TERALLY BRACED MIiM PROPEH �YOO M y7;* f1�R a
� ALPINE � TRUSS AND lMlE55 OINERMISE LDC�TEU Ofl iHIS OESIGN. POSITION LY �71�CHEO PLYMO00 SHE�iNING, BO110M CIIORO ���• �� /� n BC Ol. lO.O PSF IL-ENG JNM
CONrECtORS PER Q7AMINGS f30, 150 C 160A-F. �ESIGN STANDAROS MiTM PfqPEfLY AIiACHEU RIGID CEIUNG--SEE � )� 4' � � T.LO. 'rJ'7.O PSF 0/A LEN. 30-0-0
O O CONFORM M/�PPLICABLE PqDVISIONS OF NDS 6 �P1. �N ENCINEER'S �LPINE lECHNICAL UPOME (7/1/911 fOR PaOPEN . i!/� . /l��r(� 6_
oTRUSS � SEAL ON TNI$p41MlNC APPLIES TO ilE CO�PONENt pEP1C1ED HERE ORYNALL pPPIICAilON FURNiSH A COPV OF THtS �u M M,`w►�,,•.c. A.FAC. 1 . 15
tN 01L'!, AND 51M�L NOT EE RE�lEO WON IN ANY O1f1EN MAY. OESIGN TO Tlf TRUSS EAECTION CONiMCiOR. Ml��[i1S1M110�10.1)�M
O O O O O � +__TPI �iNU55 PI�iE /NS1ITUlE. NOS� l991 NAttOfUL OESIGN SPECIfICAItON FOR MOOD LONSIRUCTION � � SPAC I NG 2�J.O� TYPE SPE C
; TOP CHORD 2x4 MSR-F. LAR f650E-l.5e TC X-LOC L-R 0.29 3. 15 7.47 12.00 18.00 24.07 29.21 H
i 80T CHORD 2x4 MSR-F. LAR f650E-1.5e BC X-LOC L-R 0.29 2.97 f2.08 15.68 18.18 24.07 29.21 r
i WEBS 2x4 FIR-LARCH Stud c
� (A) "T" BRACE - ix4 �2 SRB ATTACHEO WITH 8d NAILS @ 4'o.c. N
LT. BLOCK 2x6 MSR-F. LAR 2400E-2.Oe : BLOCK LENGTH - 3.667 OR 2x4 STD or BTR ATTACHEO WITH !6d NAILS @ 4' o.c. D
v
i
� � (B) "T' BRACE - 2x4 STO or BTR. O1
1 +�*LATERAL CHORO BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** ATTACHED WITH i6d NAILS @ 4' o.c. �
? TOP--> RIGID SHEATHIN� �
� BOT--> RIGID SHEATHING - OR - BRACED @ EACH END 6 120" O.C. NpTE: fLAT SECTION OF TOP CHORD NAS BEEN CHECKED FOR PROPERLY ATTACHED �
� LATERAL BRACING SPACED AT 24" O.C. MAX. IN LIEU OF PLYWOOD SHEATHING. �
� o
� � ...
� N
4X8
5X4
i
j 3X6 �
! 1 .5X3 2 . 5X4
�
,
j �2.o tAl
j 3X6 B� �2.00
' 3X 10 (E3) �A� �A1 3X8
�
J .
! 1
� o-io-6 ae.00 3X4 s.00� �i-a-s
� T f2 5X8 !2 3X6 —
5X4 5X5 2 . 5X4
� 3X6 (E3) o =
� � =
li-li-4 6-i-8 ii-5-4 —
� m �
* 3-0-0 12-7-12 2-6- 1i-4-4 —
� � 29-6-0 OVER 2 SUPPORTS � _
* R�1648! W� 6.00" R�164B� W� 6.00" —
I *
� PLT. TYP.—ALPINE SE�N-- l2049 REV 15.6.5 SCALE - 0.3875
' ��v�rce e���er,�o vaaaucTs, u+c. �ausses aeauiae ezTae�c�n� ����t�n nKt nu�` OESIGN CRIT:TPI HEF R760--13950
� o 0 0 0 0 0 *�IMpORTANT�*�U«�T 0E AESPONSIBLE iOR ANV WARNING u+ �+ar+an+�. eaeena+ �w �srecwtana,a�nan ws
� � � � 0 OEVIAitON FROM IHIS DESI6N OR 7MESE SPECIFICATIONS, OR ANY BAACING. SEE HIB-9! BY TP3. SEE 1HI5 OESIGN �Mpqp�i R Ill�p IR�1�[Q TC LL 4O.O PSF DATE 04/24/92
� O O O O fA1LURE 70 BUILO TnE iRU55 IN CONFORNRNCE Mlin OSTBB BY TPI FOR�D�ITIM�AL SPECIAL PEBNANENi BRACINfi PE 7Vf�1iI0�M AY11�M R p►t
O O O O ALPINE CONNECIORS ARE NADE OF 20GA G�IY. SIEEL NEE7ING AS�M WIRENENIS. UNLESS OTnERNISE 111�ICATED, i0P ��snp!MOILSS�OMI O[�I[a TC OL 7.O PSF ORWG ILUSH760 92ff50f5
O O O O AC48 6N�E%CEPi AS NOTEO. APPLY LONNEC70R5 TO ERCN FACE Oi CMOHO SHRLL BE IAIENRLLY BHACEU Ml1M PROPER u�M�,(/�f/��n�R�
� ALPINE � TPU55�ND UNLE55 OINERMISE LOCATEO ON 1HI5 OESIGN. Pa51TION LY A7TAC11Ep PLYNO00 S/EAtHING, BOIIOM C110n0 ����' •7/"� BC OL 1O.O PSF IL-ENG JNM
� � COtNEC�ORS PER 0�7AMINGS 130, 150 C 160A-F. OESIGN STRNOAROS MI7H PPUPENIY AfIACHEO RIGIO CEIIING--SEE ��f T.LO. 57.O PSF 0/A LEN.. 29-6-0
� CONidM M/�PPLICABLE PHOYISIONS Of NDS 6 TPI. AN ENCINEER'S ALPINE 1EC/RlICAL IROATE (7/1/91) FOR W�OPER I �/�_���k,,,�l'
�' � TRUSS � SE�L ON TNtS p1ANING�PPLtES 10 7NE CO/WONENT pEPIC1E0 MFRE DRYNALL APPLICATION. FUWISN A COPY OF iHIS �YILLIMM.WLyl,..c. '.FAC. 1 . �S
� IN ONLY, �NO SMIILL NUi!E AElIEO INON IN IWY OTMEH MAY. OESIGN TO irtE INUSS ERECLION CONTRACION. ,y�}[�ays}qi1011U.1)�M �l
' O O O O O O y__TDI � IAUSS VLATE INSTI/U7E, NDS- f991 NATIOWLL OESIGN SPECIFICAfION FOR MOOD LONSIRIICTION --—' � SPAC I NG C 4.O" T YPE SPE C
i
f
TOP CHORD 2x6 MSR-F. LAR 2400E-2.Oe EXCEPT AS FOLLOWS TC X-LOC L-R 0.29 2.97 5.91 11.93 18.07 24.09 27.03 29.7! �
80T CHORD 2x4 MSR-F. LAR f650E-1.5e BC X-LOC L-R 0.29 5.79 f1.93 18.07 24.21 29.71 r
NEBS 2x4 FIR-LARCH Stud �
CONTINUOUS LOADS N
: Ti -2x4 MSA-F. LAR 1650E-1.5e . IO L-PLF R-PLF END D
LT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : BLOCK LENGTH - 4.164 TC OIST. 94.0 94.0 5.938 �
RT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : B�OCK LENGTH - 4.164 TC DIST. l79.7 l79.7 24.063 0
TC DIST. 94.0 94.0 30.000
BC OIST. 20.0 20.0 5.938 �
��LATERAL CHORO BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** 8C OIST. 38.2 36.2 24.063 N
TOP--> RIGID SHEATHING BC DIST. 20.0 20.0 30.000 ~
BOT--> RIGID SHEATHING - OR - BRACEO @ EACN END 6 120" O.C. �
�CONCENTRATED LOADS o
THIS Ai' HIP DESIGNEO TO SUPPOAT 5-if- 4 JACKS WITH NO WEBS. ID X-�OC MA6 �
BC CONC. 5.938 545. 1 a
BC CONC. 24.063 545. 1
(A) "T" BRACE - fx4 #2 SR8 ATTACHEO NITH 8d NAILS @ 4"o.C.
OR 2x4 STO or BTR ATTACHED WITH 16d NAILS @ 4' o.c.
5X6
3X4 1 .5X4 5X6 3X8 (E3)
3X10 3X10
3X8 (E3) T1 12
(A)
�2.00� 12.00
. � T 1
� 0-10-6 0-10-6
; � T
; 2 .5X4 6X6 4X10 2 .5X4 qX8 (E3�
4X8 (E3) =
�, �
f �
0-li-4 5-ii-4 18-i-8 5-11-4 0-ii-4 °i �
m =
30-0-0 OVER 2 SUPPORTS � �
A-3260/ W- 5.00" R-3260A N- 5.00" -
PLT. TYP.-ALPINE SEON-- 12046 REV l5.6.5 SCALE � 0.1875
�IPINE EfGINEEAEO �AOIXIC75, INC. 1RUSSES AEOUIPE E1fiPEME C�NE �.�.�p�(p��q 11MT/MI3 KN• DESIGN CRIT•TPI REF R760--13949
0 0 0 0 0 0 *�IMPORTANT**����o.�����a�E►�+.Nr WARNING iN HANOLING. EAECTION �rn !yu�nunw.w�na�rs '
, O O O O ppy�AitON FROM iN14 OES[GN OR THESE SPEClFICAiI01A, OR�NY BMCING. SEE HIB-91 BV iPl. SEE iH74 OES[GN '�MpM[0��K����� TC LL �O.O PSF OATE 04/24/92
O O O O FAIIUPE 10 BUIlO 7nE IMI55 IN CONFM9IANCE MITn OSTBB BY iPl FOR AOOITIdWL SPECIAL PEMMfENi BRIICING PE ARO��S�a MO 1M��M�01��
O O O O ALPI1�CONNECTdi4 Af�IUOE OF 20W 6�LY. STEEI NEEitNG ASTN W1NEI�NIS. UNLE55 OTnERM15E INDICATEU, TOP ����� ����'��� TC OL 7�O PSF ORWG ILUSR760 92115014
O O O O ��46 6A 11 ERCEPT �S NOTEII. �PPIY COINEC70R5 i0 EAGn FA[E OF [nONO SMALL BE LAIEPRLLY BMCED MI7N PROPEH iM�M ��R a
� ALPINE � TRUSS�ND IRAE55 OIIENNISE LOCATEO ON iH15 OESIGN, POSti[OH LY AT(ACMEO PlYMOOD SHEAiNING, BOIT�I CMO� '���' �R BC DL 1O.O PSF IL-ENG �'�
� � COfa1ECiOqS PEA p7�MINGS 130, f50 C l60�-F. OESIGN STANO►ROS NIiM PROVEi1LY ATT�CIEO RIGIU CEIlIN6--SEE � ���� � TOT.LD. 57.O PSF 0/A LEN.�.3O-0-0
CONFOiNI M/APPLICpBIE PqOVISI0N5 OF NDS 6 1P1. �N ENGIIEER'S ALPINE 1ECHNICAL UPDAtE (7/f/91) FOq PROPEN / +
� TRUSS � SE�L 0�� THIS ON�NING APPUES 10 iHE COMPW�ENi pEPt[lED NERE DNYMI�II��ICAT ION iURN15N A COPY OF iHIS 'YILLINI b�ML7�.�d• .FAC. � . �� P I TCH 1�.O/1�
� tN ONLY, �M 51ML1 NOl BE PELIED UPON IN ANY OTHER XAY. OESIGN 10 IM 1AU55 Ef1ECilON CONTRACTOR. .M�(�ccistuna o.L
O O O O O O �__�p! � INU55 PLIIIE INS1IiUlE. NDS- 199f q�iIONAL OESiGN SPECIF[CA�ION Fpi MOOD LONSINUCItON �- y � T BACK 5� 1 1' TYPE H I PS
TOP CHORD 2x4 MSR-F. LAR 2400E-2.Oe EXCEPT AS FOLLOWS TC X-LOC L-R O.P9 3.97 8.00 15.00 22.00 26.03 29.7f �
BOT CHOAD 2x4 MSR-F. LAR 1650E-1.5e BC X-lOC L-R 0.29 8.08 15.00 21.92 29.71 r
WEBS 2x4 FIR-LARCH Stud �
(A) "T' BRACE - fx4 �2 SRB ATTACHED WITH Bd NAILS @ 4'o.C. N
: Ti -2x4 MSR-F. LAR 1650E-1.5e . OA 2x4 STD or BTH ATTACHEO WITH 16d NAILS @ 4' o.c. D
LT. BLOCK 2x8 MSR-S.PINE 2250E-l.9e : BLOCK LENGTH - 2.082 �
RT. BIOCK 2x8 MSR-S.PINE 2250E-1.9e : BLOCK LENG7H - 2.082 I�TE: FLAT SECTION OF TOP CHORD HAS BEEN CHECKED FOR PROPERLY ATTACHED �
LATERAL BRACING SPACED AT 36" O.C. MAX. IN IIEU OF PLYWOOD SHEATHING. �
�*LATERAL CHORO BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** N
TOP--> RI6I0 SHEATHING ~
80T--> RIGID SHEATHING - OR - BRACEO @ EACH ENO 6 120" O.C. �
0
' e ,..
W
4X8 .
1 .5X3 4X8
4X6
3X8 (E3) 1 .5X3 T� 1 .5X3 4�XX8 (E3)
f2 IA) �
12.0� l2.00
�� T�
1 �
0-10-6 - 0-10-6
T 2 .5X4 5X8 2 .5X4 �
3X6 (E3) 3X6 (E3) -
m =
� =
0-11-4 7-11-4 14-1-8 7-11-4 0-11-4 O1 =
* m �
* 30-0-0 OVER 2 SUPPORTS � �
� R-l769/ W� 5.00' R�]769/ W� 5.00" _
�
PLT. TYP.—ALPINE SEUN-- 12045 AEV 15.6.5 SCALE - 0.1875
ALPINE ENGINEEi�O Va00UCT5, INC. IRUSSES PEOUtAE E%ipEME CARE �.m�tunn�r m�s rw; DESIGN CHIT:TPI FIEF R760--i3948
0 0 0 0 0 0 **IMPORTANT**s����t�����a�E Faa�,. WARNING �r+ �a��Nc, en�cT�oN �w vtcinana,wwoi w
O O � O OEVIATION FIqM IHIS OESIGN OR THESE SPECIFICATIONS, Oq RNY Bi1AClfIG. SEE NIB-9f BY TP7. SEE INIS OESIGN .MPMW���[liA 111���[Ci TC LL QO.O PSF DATE 04/24/92
O O O O fAlIURE TO BUILO TME IRU55 !N COIfORNANCE Mtln OSIBB BY iPl FOR ADOITIOf1Al SPECIA�PENNANENT BRAC116 PE ���s�A���M�pl�
O O O O �LPINE CONNECIORS�f�NAOE OF 20G�GALY. SiEEL NEEIING�STM WIREI�NTS. UNLE55 OTMERMISE INDICATEU, TOP ����������� TC DL � 7.O PSF DRWG ILUSR760 921f5033
O O O O ���8 GA A EKCfPT AS NOTEO. �POLY COMEC7MIS TU ERCM FACE Of C�qND SHALL BE IAIEARLLY BN�CEO MI7M PROPEN IM�M WR�I 1�[f1AR p �
� ALPINE � Tq155 MO UNLE55 OTHERMISE LOC�TEO ON iHIS DESIGN, POSIIION �Y AITACHEO PLYMOOO SNEAiHING, BOT70M Clqlq ������� BC DL �O.O PSF IL—ENG JNM
0 0 CQNECTOH$PEN ORAMINGS 130, 1S0 C 160A-F. OESlGN S1ANO�R04 MIIN PROPERLY�ITACHED AIGIO CEILII/6--SEE TOT.LD. �J7.O PSF 0/A LEN. 30-0-0
CpiOM M/11PpLICABLE PROVISIONS OF 1O4 6 1vI. �N ENGINEER'S A�PINE TECHNICAL UPD�iE (7/f/91) ����p ' •` R.FAC. 1 . 1 J P I TCH ��.��1 G
� TRUSS � SE11L ON INIS OMMING 11PPLIE4 10 TI£COMPONENT DEPlC7ED��ERE ONYNAL�APPLICATION FURN1511�[OPY OF 1/�15 YIM1111111.INLLI, .
� IN ONLY, ANO 511ALL NOI BE RELIED UPON IN ANY O1t1ER NAY. OESIGN 10 TfIE IRU55 ERECTION CONIMCTOR. �MI[�[CISIMIIA�.1� �1
O O O O O O �__T�[ � TRU55 PIRTE INS1IlUlE. NDS� 1991 N11110W1L OESIGN SPECIFICATION FOR M000 CONS1tiUCiION +� ING G4.O TYPE HIPS--
TOP CHORO 2x4 MSR-F. LAR l650E-3.5e TC X-LOC L-R 0.29 4.97 10.00 15.00 20.00 25.03 29.7f �
BOT CHORO 2x4 MSR-F. LAR 1650E-1.5e BC X-LOC L-R 0.29 4.97 10.08 15.00 19.92 25.03 29.7f r
HEBS 2x4 FIR-LARCH Stud c
(A) "T' BRACE - ]x4 �2 SRB ATTACHED WITH 8d NAILS @ 4'o.c. N
LT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : BLOCK LENGTH � 2.082 OR 2x4 STD or BTA ATTACHED WITH 16d NAIIS @ 4' o.c. D
RT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : BLOCK LEN6TH - 2.OB2 �
' NOTE: FLAT SECTION OF TOP CHORD HAS BEEN CHECKED fOR PROPERLY ATTACHED �
�*LATERAL CHORD BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** LATERAL BRACING SPACED AT 36" O.C. MAX. IN LIEU OF PLYWOOD SNEATHING. �
TOP--> RIGIO SHEATHING ro
BOT--> AIGID SHEATHING - OR - BRACEO @ EACH ENO 6 120` O.C. �
�
�
r
0
�+
N
4X8
1 .5X3 4X8
2 .5X4 2 .5X4
3X8 (�3) 3XX8 (E3)
12 (A) 12
l2.0� �12.00
l�
o-io-6 �o-io-6
T 1 .5X3 2. 5X4 5X6 2 .5X4 1 . 5X3 T
3X6 (E3) 3X6 (E3� -
:�.,< � _
�# � " =
� 0-11-4 9-11-4 10-1-8 9-11-4 0-11-4 O1 =
* m =
� 30-0-0 OVER 2 SUPPORTS � �
* R-l769/ M- 5.00' R-f769�F W- 5.00" —
�Ic —
PLT. TYP.-ALPINE SEON-- 12043 REV 15.6.5 SCALE � 0.1875
�ivv+�er�cu�er�o vaooucra INC. IIq155E5 REOUIfE EKTl�ME CAt� �����i����i TM�s ruw; OESIGN CHIT:TPI REF R760�-13947
0 0 0 0 0 0 *�IMPORTANT��5�A«�,� ����E�oa�Ny WARNING u+ NAN0.ING, EUECTlON allo �yi��nana,e�ura+ws
O O O O pEV1Ai1�7 FPOM 1NI5 OES16N OR THESE SPECIFIC111ION5, Oq�NY BRACING. SEE NIB-91 BY iPl. SEE IHIS OE4IGN ;/p)��p�/K YiR 111�IKC1 TC LL �O.O PSF OATE 04/24/92
O O O O FAILIIRE 10 BUILO inE iRU55 IN CONFOWIANCE M1iM OSi88 BY iPl FOf1 AO�If10P1A1 SPECIAL PEPNpNENi BRACING RE !Wf�If10�YO AMT 1�1�Oki
O O O O ALPINE COMkC10R5 AI� MAOE OF 20GA GALV. SiEEL IEETING�STM WIf�NENiS. IN�E55 OTHERMISE lNOICAiED, 70P ����������Kn TC OL 7.O PSF DRWG IlUSR760 92f 15012
Cl O O O MI8 GR A EXCfPT AS NDiEO. �PPLY COMEClORS 10 EACN FACE OF CHORO SnALL 8E L�TEAALLV BAACEO NITn PpOi'ER �V�M lM6 M A[A��[�
� ALPINE � TRUSS AND UNLE55 OiHE11MISE LOCAIEO ON THIS DESI6N, POSIIION LY AttAC1�0 ClYN00O SHE�/HING, BOIIOM C1Op0 �����' 8C DL SO.O PSF IL-ENG
0 o COMIEClOqS FEN OAAMiNGS 130. 150! 160A-F. OESIGN STAfA�NDS MITH PPOPERLY ATIACHED PIGIO CEILII6 -- SEE ' � t9lJ TOT.LO. 57,Q PSF 0/A LEN. .30-0-0
COrFOM M/APPl1U8LE PqOVlSIONS Of lOS 6 IPI. AN ENGINEER'S �LPINE TECHNICAI WOATE O/f/91) FOq oROPER : � ^
� TRUSS � SE�I ON IHIS DMMING APPLIES i0 T/E CO�PONENT pEPICiED HENE ORYNALI APPLlC�110N FUNNISH 11 COPY OF 1NI5 Yll►IM M.YAL3M,�... (�� UR.FAC. � • �� P I TCH 1 C.O/��
� IN OKY, A/O SrML�NOT BE I�LIED UPOf/ IN�HY OTHER MAY. OESIGN 10 ItE 1RU55 ERELTION CDNIRACid1. Mi[ausiuiia�oar�i7
0 0 0 0 0 0 �--�vt�1N55 PL�IE INSit1UiE. NOS- ���eunoeu o�sicrr s�cir�cenoN ror�raoo ea+srwicnaa -- --•�-�-. - ACING 24.0� TYPE HIPS--
TOP CHORD 2x4 MSR-F. LAR f650E-1.5e TC X-LOC L-R 0.29 5.97 f2.00 i8.00 24.03 29.7!
80T CHORO 2x4 MSR-F. LAR f650E-l.5e BC X-�OC L-R 0.29 5.97 f2.08 37.92 24.03 29.71 r
MEBS 2x4 FIR-LARCH Stud c
(A) "T' BRACE - 1x4 �2 SRB ATTACHEO WITH 8d NAILS @ 4'o.c. N
LT. BLOCK 2x8 MSR-S.PINE 2250E-f.9e : BLOCK LENGTH - 2.082 OR 2x4 STO or BTH ATTACHED WITH 16d NAILS @ 4' o.c. D
RT. BLOCK 2x8 MSR-S.PINE 2250E-l.9e : BLOCK �ENGTH = 2.082 �
NOTE: FLAT SECTION OF TOP CHORO HAS BEEN CHECKED FOR PROPERLY ATTACHED o
�*LATERAL CHORD BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** LATERAL BRACING SPACED AT 36" O.C. MAX. IN LIEU OF PLYWOOD SHEATHING. �
TOP--> RIGIO SHEATHING ti
BOT--> AIGID SHEATHING - OR - BRACED @ EACH ENO 6 f20' O.C. �
�
�
�
0
M
N
4XB
4X4
2 . 5X4 1z 12 2 .5X4
12.0� �12.00
��
(A) (A)lA)
4X6 4X6
3X8 (E3) a� (Al 3X8 (E3)
1 �
0-l0-6 0-10-6
� 1 .5X3 2 . 5X4 3X4 3X6 1 .5X3 T
3X6 (E3) 3X6 (E3) —
� �
. =
�
11-il-4 6-1-8 1i-11-4 0-11-4 �' =
* m -
* �
* 30-0-0 OVER 2 SUPPORTS � �
* R�1677� W� 5.00' R-1769# W� 5.00' �
�c —
PLT. TYP.-ALPINE SEON-- 12042 REV 15.6.5 SCALE � O. iB75
AL�INE ENGINEEAEO PNOIXILiS, lNC. TiMI55E5 PEOUIRE E%lREME CARE �.��arntT nwt m�s�w; OESIGN CRIT:TPI REF R7GO--13946
0 0 0 0 0 0 �t�IMPORTANT�*�,«�T � ��,a�E FaA�NY WARNING tr+ NANOLING, EAECTION arm ����una,s�uo��w
� � � 0 OEVI11iI0N FRON THIS OESIGN p1 iME9E SPECIFIC�ilONS, ON�NY BRACING. SEE HIB-91 BY TPl. SEE TN14 OESICN Mp�q��K���IKCI TC LL 4O.O PSF DATE 04/24/92
O O O O FAILURE i0 BUIID irE INU55 IN CONFORNANCE MIIM OSTBB 8V fPl fOR AODITIOrMI SPECIAL PENNANEN7 BR�CING PE fllO'/tf101 NO IINi 1 A1�Oltt
O O O � �LPINE CONECiORS ARE MAOE OF 20GA GALV. STEEI NEETING ASTN WIREMENIS. UN�ESS OTnERMISE 1NDICAiEO, TOP ��lt�flGOMla IpML piltq TC DL 7.O PSF ORWG ILUSR760 92ff50f!
O O O O ��48�p A E%CEPi AS NOTEO. APPIY CONNECTORS TO EACM F�CE OF [Iq(q SnALL BE LRTEAALLY BRACED MITM FHOPER �M�M AR O
� ALPINE O TRU55�1A UNLESS OiIEpMISE LOCAiEO ON IMIS OESIGN, VOSItION LY ATIACHEO PLYMODO SNE�IMING, BOTT�II CNDRU '���� �� BC OL 1O.O PSF I�-ENG
� � CU1NEClONS GER Op�MINGS 130, f50 C 160A-i. OESIGN ST�ND�FOS NIiN PPUVEHIY ATtACNED RIGIU CEfUN6--SEE �����L'� T.LD. 57.O PSF 0/A LEN. .30-0-0
LONFORII M/11PPLICABLE PqpVlSId15 OF ND4 6 iPl. AN ENGINEER'S �LPINE TECIRIICAL UPDAiE 17/1/9f) fOq PHOPEN C
oTRUSS � SEAL ON TNIS OMXINC APPLIES f0 711E COMPONENi OEPICTED MERE ORYMALL APPLICAiION FURNISH A COPY OF INIS y�LLIM 11.1MLfN,►.[, ,FAC. 1 . �J P I TCH 1�.O/1�
IN OILY, I�M SnA�I NOi BE RELIEO IFON IN ANY OiMER MAt. OESIGN 10 it# INUSS Ef�CIlON CONTRACTOR. y�n �(ilflMitdl�D,1)IM
0 0 0 0 0 0 ,�__rv► � TNU55 PLATE 1MSI1TUiE, ras- 1991 NAiIOlU1L UESIGN SPEC1FiC�T10N fIX1 M000 CONSiWC110N ----- SPACING 24.0� TYPE HIPS--
TOP CHORO 2x4 MSH-F. LAR f650E-1.5e TC X-LOC L-H 0.29 5.97 f2.00 l8.00 23.64 29.2!
BOT CHORD 2x4 M5R-F. LAR f650E-l.5e BC X-�OC L-R 0.29 5.97 12.08 17.92 23.64 29.2i r
NE85 2x4 FIR-LARCH Stud c
(A) "T" BRACE - ix4 *2 SRB ATTACHED WITH 8d NAILS @ 4'o.c. N
LT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : BLOCK LENGTH - 2.082 OR 2x4 STD or BTA ATTACHEO WITH 16d NAILS @ 4' o.c, a
v
(8) "T' BRACE - 2x4 STD or BTR. o
**LATERAL CHORO BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** ATTACHED WITH 16d NAILS @ 4' o.c.
TOP--> RIGIO SHEATHING �
BOT--> AIGIO SHEATHING - OR - BRACEO @ EACH END 6 f20" O.C. ro
NOTE: FLAT SECTION OF TOP CHORD HAS BEEN CHECKED FOR PROPERLY ATTACHED �
LATERAL BRACING SPACED AT 36" O.C. MAX. IN LIEU OF PLYWOOD SHEATHING. �
0
� M
�
4X8
4X4
2 . 5X4 2 2 .5X4
�z.o iz.00
IAI g�lA)
4X6
3X8 (E3) A� �A� 3X8
1 �i-4-6
0-l0-6
T 1 . 5X3 2 .5X4 3X4 3X6 3X6
3X6 (E3) 2. 5X4 —
� �
a =
ii—il-4 6—i-8 11-5-4 °' =
� ^+ =
�c =
* 29-6-0 OVER 2 SUPPORTS � �
* R-f648* M� 5.00" R�1648�1 N� 5.00' �
�c —
PLT. TYP.-ALPINE SEON-- 12041 REV 15.6.5 SCALE � 0.1875
ALPINE ENGINEEREO �qO0UCI5, INC. 71M155E5 HEOUTAE E%iNElE[AqE �Rm�RRT���1M�1 11111�
0 0 0 0 0 0 **IMPORTANT��SNAI,L NOl BE i�SPON5IBLE FOR ANY OESIGN CRIT:TPI REF R760--13945
WARNING u+ NANKINC. ENECTION �r,o i���r�una,a�a.a�w
O O O O pEV1A(ION FRON iHIS OESIGN OF iNESE SPECIFICATIONS, OR�NY �1ACIHG. SEE NIB-91 BY TPI. �E 7NI5 UE4IGN �1pp�t 1[YO[l Irt�IH[I TC LL 4O .O PSF DATE 04/24/92
� O O O FAfLURE i0 BUILD T� TRU55 IN CONFORMANCE XI�H OSTBB BY 1P1 fdi/ODIii�Al SPECIAL PERNANENI BRACING RE fV[AIf10�Mo i1M1 t MI�ALT
O O O O A�PINE COrd�CTORS ARE NADE OF 20GA GA�V. STEEL NEE7ING►STM oUIRENENIS. tM�E55 OT�frRMISE INDICAIEO. IOP !����������n TC OL 7.O PSF ORWG ILUSR760 92f 15010
O O O O A148 GN�EXCEPT AS NOIEO. �PPLY CONNECTORS i0 EACM FACE OF CMOQO SMALL BE LAIEAALLV BRACEO MIiM PROPER lylpp ll[',L(,�►R Of M SUR 0►
� ALPINE � ��55 AfD UNLESS 0l11EPMISE IOCAlEO ON iHiS OESIGN. POS1ilON LY �TTACHEO PLYMODO SNEATNlNG, BOl70N CHDRD (����"�,��Q BC DL �O.O PSF IL-ENG �NM
COtNECTORS CER ORAMINGS f30, I50 C 160A-F. OESIWI STRNORROS MI7u VROPEULY A/TACHEO AIGiD CEIUNG -- SEE � � ��� ���� TOT.LD. 57.O PSF 0/A LEN. 29-G-O
� � CONFORM M/APPLIC�BLE PqpVISIONS OF NDS 6 1P1. AN ENCII�EH'S ALPINE TECMJICAL UPUAIE (7/1/91) FOR MIW�ER ( //.i4. /�l �..�
o TRUSS SE�L ON iNIS DRAMING�PPliES 10 THE CONPONENT pEPIC1ED NERE ORYMALL APPIICATION. fURNISH A COPY OF 1NI5 "�'����'' .� R.FAC. 1 . 1�J PITCH 12.0/12
YILLIM 11.WLSN.�.[.
IN OK`/. �NO SHALL Wi BE NELIED INON IN ANY O11ER MAY. OESIGN TO llf iRU55 ERECIION CONTMCTOR. �1[�q(�314110��O.I7�M �y��
O O O O O O �__rP� � �Po55 VLATE INSIIiUiE, NOS� 199f NAIIONAL OESIGN SPECIFICATION FOR 11000 COMSTiUCitON '�---�--�'�'"-"°�'�`"' ��' JPACING 24,O' TYPE HIPS--
TOP CHORD 2x4 MSR-F. LAR i650E-l.5e TC X-LOC L-R 0.29 5.00 10.33 l3.2] �
80T CHORD 2x4 MSR-F. LAR l650E-1.5e BC X-LOC L-R 0.29 5.00 l0.33 13.21 r
WEBS 2x4 FIR-LARCH Stud �
(A) CONT. LATERAL BRACING EOUALLY SPACEO. (SEE DRW6 579. 640) N
ix4 *3 SRB ATTACHED WITH (2) -8d NAILS OR n
2x4 STD or BTR ATTACHEO NITH (2) -16d NAILS. �
��LATERAL CHORD BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** o
TOP--> RIGIO SHEATHING ENO VERTICAL NOT EXPOSED TO WINO PRESSURE.
BOT--> RIGIO SHEATHING - OH - BRACEO @ EACH END 6 120' O.C. �
N
r
�
�
, 4X4 0
0
� 12 2 .5X4 �°
�iz.00
2.5X4 ,
ca)
�
12.0 (a) e-a-s
2 .5X4
i-2-6�
2 .5X4 3X8
2 .5X4 2 . 5X4 —
v =
�
_ f �=
10-4-0 3-2-0 O1 —
* , m -
* 13-6-0 OVER 2 SUPPORTS � �
* R-736i N- 5.00' R-736� W- 5.00` �
�c —
PLT. TYP.-ALPINE SEON-- 12040 REV 15.6.5 SCALE � 0.2500
ALPINE ENGINEEREO W�IXILiS, INC. ifM155E5 FEOUIPE E%TRENE c�� �„�,m,a,,,,,,,,,,,,,,n,rw; DESIGN CRIT•TPI REF R760--i3944
0 0 0 0 0 0 *�IMpORTANT**�,.���T� IFSPONSIBLE FOR ANY WARNING tr+ HANDLING, EAEC710N ua y����ur�a,aRwon iws '
O O � O OEVI�110N FROM iN14 OESIGN OR THESE SPECIFICAlION+, OR ANY BRACIHG. SEE NIB-91 BY iPl. SEE TNIS OESIp7 MpNp��1[M�11����LC1 TC Ll 4O.O PSF OATE 04/24/92
O � O O F�ILIXIE 70 BUIlO 1nE i1p55 IN C0IFORMpNCE MlTH OS�BB BY TPl FOR AOOIiIONAI SPECIAL PEMMNENT BRAWNfi RE 71R[/�If10�MY 1M1�M��011�
O O O O AIPINE COMEC10R5 ARE NAOE OF 20GA GALV. STEEL I�EtING ASTM OUIRE1ENiS. UNLE55 OTt£PMISE lNDICATED. TOP Ktlfl[W M����'��a TC OL 7.O PSF ORWG ILUSR760 921 f5009
O O O O A��B GN�FX[EPT AS NOTEO. A7PLY CONNEC10R5 TO EACM fALE OF [�fORO 51MLL BE U(EAALLY BF�LED NITH PROPER O�M�a d/f�
� ALPINE � T�S�ND UNLESS OTNEPMISE LOC�IEO ON IHIS OESIQl. POSITI011 LY AIiAC11EO PLYMOUO SHEATHING, B01TOM C110R0 ����' 4 � 8J�(j�/1 . GO.O PSF 0/AELE ���—C.7—�
� � CONNECIOAS PER OR�MINGS 130, 1S0 C f60A-F. OESIGN ST�ND�ROS MITN VROPEIa.V�liAG1E0 RIGIO CEILING--SEE /'���L 1�, U �� �
CONFORM M/APP�IC�BLE PROYISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE iEC/klICAL UPUATE P/1/91) fOq PROPEN ��
� TRUSS � SEAL ON IMIS DMMING APPLIES TO TIIE C011PONENI pEPICTED MEHE piYM�LL AP�LICAilON. FWII511 A COPY OF �MIS
o nuuw�.wu�,r.t. DUA.FAC. 1 . 1�J PITCH 12.��12
IN OfLY, �NO SHALL NOT BE PEllED UPON IN�NY OTMER M11Y. OESIGN 10 Itf iHUSS ENECiIIMI CONTHALTOR. att 11[LIS�M1�01�0.���M
0 0 0 0 0 o y__TP� �1�S PI�tE INSiIIUIE. NOS- ����T�a,��o�s��+���F��A,�oN Fo�N�oo�o���c„or+ - ._...,.•-�.--� — SPACING 24.0� TYPE COMN--
TOP CHORD 2x4 MSH-F. LAR f650E-3.5e TC X-LOC L-R 0.29 5.33 10.67 13.54 �
80T CHOHD 2x4 MSH-F. LAR f650E-l.5e BC X-LOC L-R 0.29 5.33 f0.67 13.54 �
NEBS 2x4 FIR-LARCH Stud c
(A) CONT. LATERAL BRACING EOUALLY SPACED. (SEE DRWG 579. 640) N
LT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : BLOCK LENGTH - 2.082 lx4 �3 SRB ATTACHED WITH (2) -8d NAILS OH a
2x4 STO or 8TR ATTACHEO WITH (2) -16d NAILS. �
**LATERAI CHORD BRACING RE�UIREMENTS UNLESS OTHERWISE SHOWN** END VERTICAL NOT EXPOSEO TO WIND PRESSURE. �
TOP--> RIGIO SHEATHING �
BOT--> AIGIO SHEATHING - OR - BRACED @ EACH END & 120' O.C. ro
r
tll
O
� O
�
4X4 2. 5X4
2.5X4 i2 �z.00
i�.o�
(A)
4X6 (A1 Al 8-4-6
3X8 (E3)
�
0-10-6
T 1 . 5X3 3X8
3X6 (E3) 2. 5X4 —
N =
�
' � �
0-11-4 10-8-0 3-2-0 O1 =
* m
* l3-10-0 OVER 2 SUPPORTS —
* R-847/ W- 5.00' R-755� W� 5.00" �
�c —
PLT. TYP.-ALPINE SE�N-- 12038 REV l5.6.5 SCALE � O.iB75
ALPINE ENGINEEREO PRODUCiS. LC. iRU55E5 PEOUI�7E EXtFEME CAaE �.roa�ari�rt nKr m�s►w; DESIGN CRIT:TPI REF R760--13942
0 0 0 0 0 0 **IMPORTANT**s„���T aE ����e�E FaA,�r WARNING u+ NANOLINC, ERECiIQ7 �wo vu�nuns,a�no�tw
O O O O pEV1AT10N FRDM iMIS DESIGN OR T�fESE SaECIFICATI0N5, OR ANY BRACtNG. SEE HIB-9f BY iPt. SEE iN14 OESIGN MpNO��It M�Q IR��p,(� TC LL 4O.O PSF OATE 04/24/92
O O O O f�IIURE i0 BVILO inE iR1155 IN CMJFORNANCE MI TM OSTB9 BV TPI FUH�OOI1IONf�I SPECIAL PEM4INENT&i�CING PE ��_���nMi 1 M�p4�
O O O O AIPINE COM#CiORS�RE NROE OF 20G�GALV. SIEEI MEE1111G ASiN W1RElENiS. UNLESS OTnEPM15E INDICpTEO. TOP �������� TC DL 7.O PSF ORWG IlUSR760 92f 15008
O O O O A<48 GA A EXCEPT�5 NOtEO. �PPLY C01NECloPS IO EACM FACE OF CMORO SM�LL BE LAIENALLY BRACEO MI7M PROPER ;M�M��x
� ALPINE � ��S MA IMlE55 OTNEIIMISE IOCAiEO ON 1NI5 OESIGN, POSlIION LY ATiACNEO PlYM00D 511EAINING, BOIIOM CHORO i���' � O� ��._O PSF IL–ENG �
� 0 CMNECTOFS PEN ONAMINGS 130. 150 C 160�-F. OESIGN STANDAWS YI1H RqVE0.Y�T/�pED RIG10 CEIIING --SEE TQT,L$VG� �j].Q PSF 0/A LEN ' 13-lO-O
CONFDIiI M/�PPLIC�BLE PqOVI510NS OF ND4 6 TPI. AN ENGINEER'S ALPINE TEGNICAL UPOATE (7/1/911 FOR PNOPER • ����/���/�,,,
oTRUSS � SE11L ON THIS DR�MIN6�PPLtES 10 11E COMPONENt pEPICfED NERE ORYMAII APVLICATION FUWI511 A COPY OF 1NI5 YILLUYI N.WtUI,�,(, DUR.FAC. 1 . I5 P I TCH ��.O���
O O O O O p �N ONLY, A10 SMI1�L NOi EE RELIEO UVON IN ANY OTMER MAY. OESIGN TO 1Mf TNU55 ERECTION CONiMCiOR. �MI[aamanow o,vy�
M--IPf � IAUSS VLA�E lNSIINtE. NOS- ,�„ r,.r�oww oe5��,s���F�c�T�a„.oA�000 coHsr�a,cr,a+ ' ' - � - � SPACING 2�J.O TYPE COMN--
TOP CHORD 2x4 MSR-F. LAR i650E-3.5e �
BOT CHORO 2x8 MSH-S.PINE 2250E-1.9e r
WEBS 2x4 FIR-LARCH Stud EXCEPT AS FOLLOWS TC X-LOC L-R 0.29 3.76 7.38 10.67 13.96 17.57 21.04 c
BC X-LOC L-R 0.29 3.76 7.3B l0.67 13.96 f7.57 2�.04 N
: W1 -2x10 FIR-LARCH SS . n
• W2 -2x4 MSR-F. LAR i650E-1.5e . FASTEN TOGETHER WITH ; f60 NAILS �
lT. BLOCK 2x6 MSR-F. LAR 2400E-2.Oe : BLOCK LENGTH - 1.833 TOP CHORO ----------------- 16" O.C. �
WEBS ----------------- 4' O.C. STAGGERED �
80T CHORO ----------------- 6" O.C. �
*�LATERAL CHORD BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** NOTE: li) i/2' DIA. THRU BOLT MAY BE SUBSTITUTED N
TOP--> RIGIO SHEATHING FOR (2) -16U NAILS IN BOTTOM CHORD ONLY �
BOT--> RI6I0 SHEATHING - OR - BRACED @ EACH END & f20' O.C. �
CONTINUOUS LOADS
� IO L-PLF R-PLF END o
TC OIST. 94.0 94.0 21.333 �
8C DIST. 20.0 20.0 21.333
CONCENTRATED LOAOS
10 X-LOC MAG
BC CONC. 7.375 8300.0
(A) SCAB BHACE - SAME SIZE, GRAOE ANO LENGTH AS WEB MEMBER.
ATTACHED WITH 16d NAILS @ 4' o.c.
5X8 � ��pLETE TRUSSES REOUIRED ��
2 . 5X48X10 2 .5X4
� i�
�z.o a��.00
M2
4X8 (82) w� Mz 5X5 (82)
A)
o-io-� 10-so-s
� 8X8 6X10 1 . 5X3 �
1 .5X3 10X10 =
o �
3X6 =
v
10-8-0 10-8-0 0-11-4 O1 �
m �
21-4-0 OVER 2 SUPPORTS � �
R�6649�F N� 4.00' R�4108i W- 4.00' �
PLT. TYP.-ALPINE SEaN-- 12037 REV 15.6.5 SCALE � 0.1250
ALv]NE ENGINEENEO DROOUCTS, I�C. IRUSSES HEOUTAE EXiREME C�RE �Rm�mnn nwi ntswM. OESIGN CRIT:TPI HEF R760--13940
0 0 0 0 0 0 *�IMPORTANT���«�T� �5��,a�E FOA�N� WARNING ir+ HANOLING. EaEC710N �No y���nuna,rwatrs
O O O O pEy�AT10N FROM 1HIS OESIGN OR iHESE SPECIFICATIONY, OR ANY �IACING. SEE HIB-9! BY IPI. SEE iN14 OESIGN �����R p������ TC LL 4O.O PSF DATE 04/24/92
o O O O FAILURE TO BUILD Tlf TM155 IN CONFORNANCE MITn OSiBB BY fPl fOR AODIilOWL SPECIAI PERW1NENi giACING PE AlrfnIS1011�IMI 1 w��Rt
O O O O �LPIIF CMf1ECiORS ARE NAOE OF 20GA 6FLV. STEEL MEETING ASTM WIF�NENTS. UNLE55 OTnEPM15E IIaiCA1ED, TOP �[CISt[tl1 M�WtYMI[�Cp[� TC OL 7•O PSF ORWG ILUSR760 92f 15007
O O O O �«8 GR 11 EKCE7f AS NOIED. APPLY COW�ELTORS i0 EACN FACE OF [nOfq 51u�L1 BE L�TEHALLY BR�CE�M11N t�OPER MIOt�1N[lMR t 1K it111[I .(
� ALPINE � TR1155 ANO UILE55 O7HENIIISE LOC�tEO ON THIS�SIWt POSIIION LY At1AC/rt0 P�YM000 SHEATHING, BOi�OM CNOt�U �����• BC OL 1O.O PSF IL-ENG � •
O O COtIEC10R4 PER OR�MINGS l30, 150 C f60A-F. OESIGN STANDAPOS MIIN PROPEaLY�t1�C11EU RIGID CEIUNG--SEE . P TOT.LD. �J7.O PSF 0/A LEN. 21-4-0
C0160RM N/APVLICABLE PROVISIONS OF I�DS 6 iP�. AN ENGINEER'S ALPINE TECIINICRL UiqR1E (7/1/91) FOR PROPEq ��� ^ ^
0 TAUSS � SE�I ON �H15 OR�MING�PPLIES TO IME COMPONENT OEPICIEO HERE DRYNAI�11iMLIC�TION. FURNISM�COPV OF iNIS YIllIM111.IMLA,►.t. F R.FAC. 1 . 1S PI TCH 1G.O/�G
iN OILY, �IO 51ML1 NOi BE REIIED UPON IN ANY DIHEA MAY. OESIGN 10 IrE INU55 ENECiION CONIMLIOi1. W1It IKGtf�Mt10111D.1)r
O O O O O � �__TPI � TW155 PI�IE INSTIIUiE, NOS- 1991 WTION�L DESIGN SPECIFIG(!ON FOR M000 CON5111UCTtON � SPACING 2�I.O TYPE COMN--
��. .
TOP CHORO 2x4 MSR-F. LAR f650E-1.5e TC X-LOC L-R 0.29 5.33 f0.67 f6.00 21.04 �
BOT CHORD 2x4 MSR-F. LAR �650E-1.5e BC• X-LOC L-R 0.29 5.33 10.67 16.00 21.04 r
WEBS 2x4 FIR-LARCH Stud �
(A) CONT. LATERAL BRACIN6 EOUALLY SPACEO. (SEE DRWG 579, 640) N
LT. BLOCK 2x8 MSR-S.PINE 2250E-f.9e : BLOCK LENGTH - 2.082 ix4 f3 SRB ATTACHED WITH (2) -8d NAILS OR n
RT. BLOCK 2x8 MSA-S.PINE 2250E-1.9e : BLOCK LENGTH - 2.082 2x4 STO or BTR ATTACHEO WITH (2) -16d NAILS. �
0
**LATERAL CHORD BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** �o
TOP--> RIGIO SHEATHING N
BOT--> RIGIO SHEATHIN6 - OR - BRACED @ EACH ENO 6 120' O.C. "
..
�
�
0
0
rn
4X4
2 . 5X4 12 �2 2 .5X4
��.o� a�z.00
4X6 4X6
3X8 (E3) (A) (A) 3X8 (E3)
o-io-s 1 o-io-s
T 1 .5X3 5X6 1 .5X3 T
3X6 (E3) 3X6 (E3) —
m �
�, =
0-ii-4 10-8-0 10-8-0 0-1i-4 °i —
* m —
* 21-4-0 OVER 2 SUPPOATS � �
* R-1275,F W- 5.00' R-1275� W- 5.00" —
�Ic —
PLT. TYP.—ALPINE SEON-- 12035 REV 15.6.5 SCALE - 0.1875
ALv]HE ENGIIEEAEO PROOUCiS, INC. iRU55E5 PEOWNE ERIREME[AaE �i Km�a.,�r,nui ms w..: OESI6N CRIT:TPI REF R760--13938
0 0 0 0 0 o iEiEIMPORTANT�Eif sw�u rar ee aesroNsteie roa aNr AANING �N NANDLING. EUECTION �eo I�rea►�una,a�tronw
� � � � DEYI�IION FROM THIS OESIGN di 1NESE SOECiFICATI0N5, OR ANV �UCING. SEE HIB-9t BY TPI. SEE iN15 OESIp7 ��1��R�I�Otf 1���KR TC LL 4�.O PSF DATE 04/24/92
O O O O F�ILURE 10 BUILO TnE IfMKS IN COIfOFMANCE Mlln 05188 BV iPl FOR p00I710NA1 SPECIAL PEPMANENI BRACINfi PE ���Sldl NO 11Mi 1 M�plT
�[itfl�M0r[SSIOYI OCII[Q
O O O O A�P1NE CONfCiORS A(�NAOE OF 20GA 6ALV. S1EEL NEETING ASTM WIRENENTS. UfLE55 OTnER1115E IN�ICAIEO, i0P TC DL 7.O PSF ORNG I�usR76o 92if5oo6
O O O O M46 GR A E%CEPI �5 NOfEO. APPIY COMEC70t14 iU EACn FA[E OF CNORO SMALL BE LAIEMLLY BRACEU Miln PROPER MOO M WR Q M n�n� f'
� ALPINE � ��'S AIq UNLE55 OTHERMISE LOC�IED ON iH15 DESIGN. POSIilON LT AIIAC/E0 PLYMODO SHE�iHING, BOITOM CHONO ��~ An 8C OL �O.O PSF IL—ENG 'I��
0 � CONECTORS PER ORAMINGS 130. 150 C 160�-F. OESiGN SIAIDAi70S MI7H PROPEi1LY 11TiAC/E0 NIGIO CE[LING --SEE �y�_� , �o. 57.0 PSF 0/A LEN t 21-4-0
Lqi0R11 M/11PPLIG�BLE Pq0VIS10N5 OF NDS 6 TPt. AN ENGlNEER'S A1P11� IECNNIC�L UPOAIE (7/t/91) i0R PqOPEH /� ^
oTRUSS � SEAL ON iHIS d1AMING�oVLIES TO 1HE COMONENT OEPICIED NENE DAYMALL�PPLICATIpN. FURNiSN A COPY DF iNIS IYILLIM111.WIISM.�.L. QU .FAC. 1 . �� PITCH ��.O��G
IN OM.T. AND 51M1L MI BE FELIED lpOp IN�NV Oif#R MAY. OESiGN TO 71£ TRU53 ERECT70N COHIRALI011. �M�[�L��Sibl��a b•��w �f
O O O O O O 4--iP[ � iRU55 PL111E INSIITUTE, 1[IS� 199f NAiIONAL OfSIGN SPECIfICATION FOR MO00 COHSTRUC110N "-� � ''�` � SPACING C�J.O TYPE COMN--
THIS OWG. PREPAAED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR.
TOP CHORO 2x4 M5R-F. �AR l650E-t.5e
BOT CHORO 2x8 MSR-S.PINE 2250E-f.9e
MEBS 2x4 FIR-LARCH Stud EXCEPT AS FOLLOWS TC X-LOC L-R 0.29 5.22 l0.67 l2.00 l6.25 20.50 22.38
BC X-LOC L-N 0.29 5.22 10.28 12.08 16.25 20.56 22.38
: N1 -2x10 FIR-LARCH SS .
: W2 -2x4 MSR-F. LAR 2400E-2.Oe . FASTEN TOGETHEA WITH : 160 NAILS
: W3 -2x4 MSR-F. LAR i650E-i.5e : TOP CHORD ----------------- �6' O.C.
: N4 -2x6 MSR-F. LAR 2400E-2.Oe : WEBS ----------------- 4' O.C. STAGGEAEO
LT, BLOCK 2x6 MSR-F. LAR 2400E-2.Oe : BLOCK LENGTH - l.933 BOT CHORO ----------------- 3' O.C. STAGGERED
NOTE: (!) 1/2" DIA. THRU 80LT MAY BE SUBSTITUTEO
FOR (2) -160 NAILS IN BOTTOM CHORD ONLY
���ATERAL CHORD BHACING REOUIREMENTS UNLESS OTHERWISE SHOWN�* NOTE: LOCATE STAGGERED 80LTS 2' FROM OUTER EDGE OF CHORD.
TOP--> RIGID SHEATHING �
80T-->' HIGID SHEATHING - OR - BRACED @ EACH END 6 !20' O.C. CONTINUOUS �OAOS CONCENTRATEO LOADS
ID L-PLF R-PLF ENO IO X-LOC MAG
BEARING CAPACITY OF SUPPORTING STHUCTURE TO BE TC DIST. 94.0 94.0 22.667 BC CONC. f0.281 7500.0
EVALUATEO BY J08 EN6INEER. BC OIST. 405.0 405.0 10.000
BC DIST. 20.0 20.0 22.667
(A) SCAB BRACE - SAME SIZE, GRADE ANO LENGTH AS WEB MEMBER.
ENO VERTICAI NOT EXP05ED TO NINO PAESSURE. ATTACHEO WITH 16d NAILS @ 4" o.C.
NOTE: FLAT SECTION OF TOP CHORD rJ X 8 G X 8
HA$ BEEN CHECKED FOR PROPERLY ATTACHED HS416 6XB 2 COMPLETE TRUSSES REOUIRED
LATERAL BRACING SPACED AT 24" O.C. 3 X 6 2 X 4 �-�
MAX. IN LIEU Of PLYWOOD SHEATHIN6. �A 12.00
1
f2.00 �
M3 N3 X
4X8 182� N� (A� M�10-8-6
(A
0-10-�
T 2X8 12X14
3X6 8X8 2X�
10X10 7X6
il-11-4 8-7-8 2-1 4
22-8-0 OVER 2 SUPPOATS
R-8282� W- 5.00' R-5473�{ W- 5.00'
PLT. TYP.-ALPINE SEUN-- 23325 REV 15.6.5 SCALE � 0.1250
0 0 0 0 0 o ALPlNE ENGIfEE1iE0 PROOlC15, 11C. TRUSSES REOUINE EXINENE C��E �K��mn nrt ms�w. OESIGN CRIT:TPI REF R760-13936
*�IMPORTANT*��«�r���«,S,�E FOA�NY WARNING u+ �r+o�u+�, e�cnaN ��a �����una.awonrs n^
O O O O pEYlA710N fRON iHIS DEStGN OR THESE SPEClfICATtON4, OH ANV BRACINC. SEE HIB-91 BY iPl. SEE 7HI4 DE91GN hL�MO��K������ TC LL 4O.O PSF DATE O4/�7�7C
O � O O FA(LIIFE /0 8UIL0 THE /M/55 IN LONFORMIINCE MIiH OSiBB 8Y iPi fOR ADOITIONAL SPEClAL PERNANENT BM[ING PE 7tlr(�1l�f�a��������
O O O O RtPlNE COM7ECTONS ARE MAUE OF 20G�GALY. SIEEL MEETING ASTM OUINEMENTS. UNLESS OTMERMISE INUICAlEO. lOP ���s����������'�� TC OL 7•O PSF ORNG 921 f 5005
O O O O AUB GR�E%CEPT AS NOiEO. APPIY CONIECTORS IO EACH FFCE OF C/101i0 SNAIL BE LATERAIIY BRRCEO MIiH PFOPER ��m�4 s nc s��a w
o ALPINE O TRI/55 ANO UILESS OTNEPYISE LOCAiEO d!IHIS OESIGN, PoSITION LY ATTAC{EO PLYN000 SHEAiNING, BOTtOM CYqlq �"��' A/1 BC DL 1O.O PSF IL-ENG MAH
COMIECIOR9 PER ONAMINGS 130, f50 C 160A-F. OESIGN SIAIDAHDS MIIN PPOPERLV Aii�OlEO NIGIO CEIUN6 --SEE ��+e„ � ��/q� ? TOT.LO. �J�I.O PSF 0/A LEN. �22-8-0
CONFOHM M/APPLICABLE PNOVISIONS OF NO$i IP1. AN ENGINEER'S �IPINE iECIMItGL UPpA7E 17/1/91) FON PQOPEN / �]w• .L.�f�./G +
oTRUSS � SEAL ON iNiS ORAMING�PPLIES TO INE CONPONENT OEPICfE011ERE ORVNALL APPLIG7ION. FURNISN A C�Y OF iNiS y����N111.YRAI.►.c. .FAC. 1 . 15 PITCH 1�.O�S�
IN OfLY, 111A SnALI NOi BE IiELIEO UPON IN AN'/OIIER M�Y. UESION TO TfIE 1RUSS EPECIION CONiML10R. MI[�[CISIM�IO��D.11r
0 0 0 0 0 0 �__�P� ���S PLAIE INSTIiUIE, NOS� /991 NATIONAL OESIGN SPECIFICATIM Fp1 MO00 CWlSifNCitON SPACING 24.0" TYPE HIPS
--- c�M;n� `l��,
TOP CHORD 2x4 MSR-F. LAR l650E-1.5e TC X-LOC L-R 0.29 5.97 12.00 36.25 20.50 26.53 32.2i M
80T CHORD 2x4 MSH-F. LAR 1650E-1.5e BC X-LOC L-R 0.29 5.97 12.08 16.25 20.42 26.53 32.21 r
NEBS 2x4 FIR-LARCH Stud �
(A) "T' BRACE - ]x4 A2 SRB ATTACHED WITH 8d NAILS @ 4'o.c. y
LT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : BLOCK LENGTN - 2.082 OR 2x4 STO or BTR ATTACHEO WITH !6d NAILS @ 4' o.c. D
RT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : BLOCK LENGTH - 2.082 �
(B) "T" BRACE - 2x4 STO or BTR. o
ATTACHED WITH !6d NAILS @ 4' o.c.
�*LATERAL CHORD BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN*� �
TOP--> HIGID SHEATHING NOTE: FLAT SECTION Of TOP CHORD HAS BEEN CHECKED FOR PROPERLV ATTACHED �
BOT--> AIGID SHEATHING - OR - BRACEO @ EACH ENO 6 !20" O.C.
LATERAL BRACING SPACED AT 36" O.C. MAX. IN LIEU OF PLYWOOD SHEATHING. �
0
0
s
5X8
1 . 5X3 5X8
2 .5X4
�2.0 �
2 .5X4
4X6
�A� ��� �Aj� 1 3X8 (E3)
4X6 i2.00
3X8 (E31 A� (A)
o-io-6 �o-io-6
� 1 .5X3 2 .5X4 5X8 2 .5X4 1 . 5X3 T
3X6 (E3) 3X6 (E3) —
v =
m �
0—ii-4 11-11-4 8-7-8 11-1i-4 O1 �
* �+ =
� 32-6-0 OVER 2 SUPPORTS � =
* R-f911f W- 6.00" R-1819* W- 6.00'
TOP CHORO 2x4 MSR-F. LAR f650E-1.5e TC X-LOC L-R 0.29 4.97 l0.00 l6.25 22.50 27.53 32.2f �
BOT CHORO 2x4 MSR-F. LAR f650E-1.5e BC X-LOC L-R 0.29 4.97 f0.08 16.25 22.42 27.53 32.2! r
WEBS 2x4 FIR-LARCH Stud �
(A) "T' BRACE - ix4 �2 SRB ATTACHEO WITH 8d NAILS @ 4'o.C. N
LT. BLOCK 2x8 MSR-S.PINE 2250E-l.9e : BLOCK LENGTH - 2.082 OR 2x4 STD or BTR ATTACHED WITN !6d NAILS @ 4' o.c. D
RT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : B�OCK LENGTH - 2.082 m
� NOTE: FLAT SECTION OF TOP CHORD HAS BEEN CHECKED FOR PROPERLY ATTACHED �
�*LATERAL CHOAD BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN*� LATERAL BRACING SPACED AT 36" O.C. MAX. IN LIEU OF PLYWOOD SHEATHIN6. �
TOP--> RI6I0 SHEATHING N
80T--> RIGIO SHEATHING - OR - BRACEO @ EACH END 6 f20' O.C. �
�
�
0
' o
W
5X8
1 .5X3 5X8
2 .5X4 2 .5X4
4X6 4X6
3X8 (E3 i cA) iz X8 (E3)
12.00 12.00
1 1
0-l0-6 0-f0-6
� 1 .5X3 2 .5X4 5X8 2 . 5X4 1 .5X3 T
3X6 (E3) 3X6 (E3) —
m �
m =
0—if-4 9—ii-4 12-7-8 9—ii-4 0-11-4 O1 —
* m =
* 32-6-0 OVEA 2 SUPPORTS � �
* R-19f1� N- 6.00' R-19ff* W- 6.00' �
* —
P�T. TYP.-ALPINE � SEON-- 12030 REV 15.6.5 SCALE - 0.1875
A�v)NE ENGINEEPEO M100UCI5, INC. TRUSSES REOUIRE El(TRElff CANE ;��*���n nwt ms n�u: OESIGN CRIT:TPI REF R760--13933
0 0 0 0 0 0 �t*IMpORTANT�*����������E�oa�NY WARNING tr+ �ur+ouNc, e�cna+ �uo :yi����Gna,oR�nen ws
0 � � � OEVUTION FRON iHIS OESIWJ ON TNESE SPECIFICAiIONS, Oq ANT BRACING. SEE NIB-91 BY IPI. SEE 1MI8 OE41GN ,�����K������R TC LL 4O.O PSF DATE 04/24/92
O O O O FAILURE i0 BUILD THE TRUSS IN CONFORNAqCE MITtl OSTBB BY iP! FOR ADDITIONRL SPECIAI PEPMANEHT BRAC[NG RE ��A�s�p�pe�T IIM 11 RT
O O O O �LPINE COMECi0R5 APE MAOE OF 20GA GALV. S1EEL NEEIING ASiM OUIREMEN75. IMLE55 OTnERMISE INDICAtEO, 70P i��ti(�p MO�LSt10Ml Otll[a TC DL 7.O PSF ORWG ILUSR760 92f f5003
O O O O ��<6 GH A EIICEPi �5 NOlEO. APPI�LONlECIDHS 10 ERCM F�LE OF LnORO SMALL BE LAIEURLLr BMCfD YI7N PROPER ;Y�41K LMfS!�1�[f1�R�
� ALP INE 0 TRU55 11ND lMlE55 OTIffPNISE LOCATEO ON THIS OESIGN, WSIlION LY AfiALMED PLYMO00 SNE111111NG. BOT7DN C110A0 �Nlw[101�l. A/� BC DL S O.O PSF IL-ENG
O O ���C70R5 VER p7AMINGS 130. 150! 160�-c. OESIGN SI�NDAROS NI7N PaOPERIY�TTACHEO RIGIO CEILING--SEE � ' '�+�� TOT.lD. �J 7.O PSF 0/A LEN. 32-G-O
COrfqil M/APPUCABIE PROVISIONS OF NDS C IPI. AN ENGINEEq'S ALPINE IECINIC�L IM'DAIE (7/t/91) fOq PNW'ER I
� TRUSS � SE�I d7 iNiS DMMING�PPLIES 10 INE COMPOfENT pEPICfED NENE II�IYMALI APPLIC�fiON. FIKYJISN A COPY OF THIS . �
o nu�M■.wur,r.c. FAC. 1 . 1�J PITCH 12.��12
IN ONLY, AM Se4LL NOI EE RELIEO UPON IN�NY OTMER MAY. OESIGN 10 TnE 1aU55 ENECTION CONINACIOR. MR_�[itS1Yt10�1Y.1��M
O O O O O 0 M_-TPI �iN155 PIAIE INSilIUIE. NOS� 1991 NAiIONAI OESIGN SPECIFICATION FOR M000 CONSIRUCIION I NG 2�I.O` TYPE H I PS--
TOP CHORO 2x4 MSR-F. LAH f650E-1.5e TC X-LOC L-R 0.29 3.97 8.00 13.53 18.97 24.50 28.53 32.2! �
BOT CHORD 2x4 MSR-F. LAR f650E-1.5e BC X-LOC L-R 0.29 3.97 8.08 13.53 lB.97 24.42 28.53 32.21 r
HEBS 2x4 FIA-LARCH Stud �
(A) "T" BRACE - !x4 �2 SRB ATTACHED NITH 8d NAILS @ 4'o.c. N
LT. BLOCK 2x8 MSR-S.PINE 2250E-1.9e : BLOCK LENGTH - 2.082 OH 2x4 STO or BTR ATTACHED WITH 16d NAILS @ 4' o.c. D
RT, BLOCK 2x8 MS�-S.PINE 2250E-l.9e : BLOCK LENGTH - 2.082 �
� NOTE: FLAT SECTION OF TOP CHORD HAS BEEN CHECKED FOR PROPERLY ATTACNED �
���ATERAL CHORO BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN** LATERAL BRACING SPACED AT 36" O.C. MAX. IN LIEU Of PLYWOOD SHEATHING. �
TOP--> RIGIO SHEATHING ro
BOT--> RIGID SHEATHING - OR - BRACEO @ EACH END 6 f20' O.C. �
�
cn
0
� o
N
5X8
2 .5X4 1 .5X3 5X8
4X6
3X8 (E3) � ' 5X4 2.5X4 4XX8 (E3)
3
� (A) (A) (A) �
f2.0 12.00
1 1
o-�o-s o-�o-s
T 1 .5X3 2 .5X4 3X6 3X6 3X8 2 . 5X4 1 .5X3 T
3X6 (E3) 3X6 (E3) _
N =
� �
0-1l-4 7-ii-4 16-7-8 7-11-4 0-1i-4 °f -
* �, �
* 32-6-0 OVER 2 SUPPORTS � �
* R-191f# N- 6.00' R-191fA W- 6.00' -
* -
PLT. TYP.-ALPINE SEON-- 12029 REV 15.6.5 SCALE � 0.1875
RLP]NE ENGINEEAEO v1W0ULT5, INC. IRUSSES FEWINE EIQRENE CARE i����T�n,MT iMi3 rWl, OESIGN CfiIT:TPI REF R760--!3932
0 0 0 0 0 0 **IMPORTANT**Sf1All NOT� RESPONSIBLE FOR ANY WARNING tN Ha��Nc, eaecna+ �w
� � � � DEVIA710N F110M 1HI5 OESIGN OR 11fSE SPECIFICAl10N5, Oq ANY BAACING. SEE HIB-91 BY 7PI. SEE iN14 OESIGN �����GiIA�i�p��Yy
nwMrs e�c um m e��cn TC LL 4�.� PSF OATE 04/24/92
O O O O FAtlI1RE TO BUIlO lr# IRU55 IN CWfORIWNCE MITn OSiBB BY TPl FOR RDOITION�L SPECIAL PERNANENi BRRCING PE �p►�f1A MO M1 1 M�ql�
O O O O ALPINE COIMECTORS ARE NAOE OF 20GA GALV. SIEEL/�EIIM'i ASTN WIRENENIS. UNLE55 OT�i1MiSE 1NDICAlEO, 70P KLiS140 MOfL{SIAII qi�Rp TC OL 7.O PSF ORN6 I�u5R76o 92f i5oo2
O O O O A«6 GF A EXCEPI �5 NOiEO. �PPIY[ONNEC7UR4 TO EACM FA[E OF CIqRO SHALL BE LATEAAILY BN�LED MI7R PROPEN ;MR�M WiS M M fIAR 01 p
� ALPINE � tRU'''S�ND UNlE55 DTNEPMISE IOC�lEO ON THlS OESIGN. POSITION LY AT7ACf1E0 PlYM000 511E�TIIING, BOTTON CND(10 i���4. BC OL �O.O PSF IL-ENG '6'�
� 0 CON1ECiOqS PER ORAMINGS 130, 150 C 160�-F. OESIGN STANDANOS MIIN PROPENLY AIIACMEO PIGIO CEILING--SEE , TOT.LD. 5 7.O PSF 0/A LEN. 32-G-O
� � CONFONM M/APPUCABLE PqOYISIONS OF NDS 6 1PI. AN ENGINEER'S AIPINE IECIRJ1CAl UPOATE (7/f/9f) fOR PRO�'ER % 1�� A^ �]
o TRUSS SEAL ON iN15 DN�NING�PPLIES TO IHE CO�WO�NT OEPICTEO MERE DHYMALL APPLICAI IDN. F�{M11511 A COPV OF INIS YIUIM M.WLSM.�,, qUR.FAC. 1 . �� P I TCH j C.O/�C
O O O O O O 'Ny�PI A�A155LPL�E INSIINIE.�WS AN1991�NAitON�L OESIGN 9PECIFiCAT�ION F�OIi M000'CONSIRUCIION ���-"'�C�fIM/14�D.1I��`. SPACING 24.0� TYPE HIPS--
TOP CHORO 2x6 MSR-F. LAR 2400E-2.Oe EXCEPT AS FOLLOWS TC X-LOC L-R 0.29 2.97 5.91 !l.02 16.25 21.48 26.59 29_53 �
80T CHORD 2x4 MSR-F. LAR f650E-1.5e 32.21 r
WEBS 2x4 FIR-LARCH Stud BC X-LOC L-R 0.29 5.79 11.02 16.25 21.48 26.71 32.21 c
N
: T! -2x4 MSH-F. LAR i650E-l.5e . CONTINUOUS LOADS n
LT. BLOCK 2xB MSR-S.PINE 2250E-l.9e : BLOCK LENGTH - 4.164 ID L-P�F R-PLF ENO �
RT. BLOCK 2xB MSR-S.PINE 2250E-1.9e : BLOCK LENGTH - 4.164 TC DIST. 94.0 94.0 5.938 0
TC DIST. 179.7 l79.7 26.563
TC DIST. 94.0 94.0 32.500 �o
**LATERAL CHORD BRACIN6 REOUIREMENTS UNLESS OTHERWISE SHOWN*�t BC DIST. 20.0 20.0 5.938 ro
TOP--> RIGIO SHEATHIN6 8C OIST. 38.2 38.2 26.563 �
80T--> RIGID SHEATHING - OA - BRACED @ EACH END 6 f20' O.C. 8C OIST. 20.0 20.0 32.500 �
THIS /f�HIP DESIGNED TO SUPPORT 5-if- 4 JACKS WITH NO NEBS. CONCENTRATEO LOAOS o
IO X-LOC MA6 ..
BC CONC. 5.938 545. !
BC CONC. 26.563 545.1
(A) "T" BRACE - fx4 d�2 SRB ATTACHED WITH Bd NAILS @ 4'o.c.
OR 2x4 STD or BTR ATTACHEO WITH 16d NAILS @ 4' o.c.
5X6
3X6 1 .5X3 7X6 5X6
3X 10 3X 1(�X8 (E3)
3X8 (E3) T' s2
�2.00� (A1 (Al a�z.oo ..
T
o-�o-s �0-�0-6
� 2. 5X4 5X6 7X10 5X6 2. 5X4 �
HS412 (E3) HS412 (E3) =
� �
0-if-4 5-11-4 20-7-8 5-ii-4 0-ii-4 °' =
m =
32-6-0 OVER 2 SUPPORTS � �
R-3532f W- 6.00" R-3532R W- 6.00' -
P�T. TYP.-AIPINE SE�N-- 12028 REV 15.6.5 SCALE � 0.1875
�LVJNE ENBINEEPEO paooucrs. INC. 1RUSSES REOUI�E7(IaEME CAaE �����t�f�IMIIMIS�WI� OESIGN CRIT:TPI REF R760--13931
0 0 0 0 0 0 **IMPORTANT�*5�A«�T� ����a�E F�,�N. WAANING iN Hn�+our+c, er�ct�aN �r+n vcnnui�a,aura�w
0 � � � OEVI�lION iROM THIS OESIGN ON TMESE SPECIFICATIONS. OR ANV BNACING. SEE HIB-91 BY iPl. SEE IHI4 OESIGN Mpwp�t K Yo0����R TC LL 4�.0 PSF DATE 04/24/92
O O O O FAILURE TD BUILD TnE iqU55 IN COIfORMRNCE NITh OSTBB BY TPI FOR�OOITIONAL SPECIAL PERNANENi BRACIN(:RE A�If10�NO 11Mt�M�a►t - "
O O O O �LPINE CONNECTOPS ARE NAOE OF 20GA GA�V. SfEEL MEETING ASiN OUIRENENTS. UNLE55 OTt4RM15E INDICATED, TOP KLISIGD A0�[SS�dMI�'�Kn TC DL 7.O PSF ORWG ILUSR760 92f f5001
O C7 O O �«6 6N�El(CEPi AS NOfEO. APPIV COta1E[70R5 TO EACH FALE OF [MORO SHAII BE LATEMLLY BFACEO YI7H PROPER M�������R�
� ALPINE � rRU55 AND UNLESS OTNEPNISE LOC�IED ON INIS OESIGN. POSITION LY �1T�CHEO PLYN000 SI#Ai/11NG, BOIIOM C110i10 M��/1 BC DL 1O.O PSF IL-ENG ���/�'Ai
� � CqMECTORS PER OPAMINGS 130, f30! f60A-F. OESIGN 51�1DAPD5 MI7H VROPEPLY AilAC/EU PIGIO CEIIIUG -- SEE �/Q TOT.LD. �J7.O PSF 0/A LEN! 32-6-0
CpFOq11 M/�PPLlCABLE PqOVISI0N5 OF NDS 6 TPI. AN ENGINEEH'S AIPINE TEpNICAL UPOATE (7/t/911 FOR PROPER A��
� TRUSS � SE�L ON TIIIS DHPMIN6 11PPLIES TO TIIE COIPONENi pEP[CiEO NERE ORYMALL APPLICATION. FURNISH A COPY OF iHIS YQLIM 11.YKSM• •! OUR.FAC. i . 15 P I TCH ��.O���
� IN ONLY, Alq SMALL NOT BE RELIEO UPON IN ANY DT1EH MAY. OESIGN/0 LME �RU55 Ef7ECilON CONIRACIOR.
0 0 0 0 0 0 �"`n uc��t�ap SETBACK 5' 11� TYPE HIPS--
�--TPI -iqU55 PLAiE INSilIUiE, IOS- 199f tUf10NAl OESIGN SPECIFICIITlON FIX�MO00 CONSIRUCiION ---^+�+'*'"""' �
V
DATE TIME
CITY OF ORONO CALLED IN ����o��L-
INSPECTION NOTICE SCHEDULED �/:Z�/�.z-- .3 : �v
PERMIT NO. `� 3� COMPLETED 3Z6"S"L— 3� �
ADDRESS ���5� --���!�- l���jr �'�
OWNER l ��r���� CONTR. �Y�����_:
TELEPHONE NO. �..�(� ' i''D�� "
� D RIPTION�,��.�.r��,
� 01 FOOTING) 11 MECHANICAL RI i6 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
O
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
Q
= 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC FINAL
� OWNERICONTRACTOR TO MEET YOU:�YES_NO
� COMMENTS:
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�CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. C' PHOTOTAKEN
INSPECTOR WILL RETURN
� CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContrac r n s' e:
Inspector.
Whit Copyllnspector's File Canary CopylSite Notice
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DATE TIME
CITY OF ORONO CALLED IN � �Z--
INSPECTION NOTICE scHEdu�Eo
PERMIT NO. '��i 3 C' � COMPLETED �� �
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W 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q02 FRAMING 11 MECHANICAL FINAL �1�� 18 EXCAVIGRADING/FILLING
� 031NSULATION 24QWOOD BURNE FIREPLAC 19 LAKESHOREIWETLANDS
Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETITURN ON 17 ITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
T 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC FINAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. _ pHOTO TAKEN
INSPECTOR WILLRETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContrac on ite:
Inspector. �
White Copyllnspector' File Canary CopylSite Notice
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DATE TIME
CiTY OF ORONO �^ ?O CALLED IN
INSPECTION NOTI ��'� SCHEDULED ����
PERMIT NO. coMP�Ere� �� —�—
ADDRESS � � � r�
OWNER CONTR.
TELEPHONE NO.
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� DESCRIPTION
� � OOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 AMING 11 MECHANICALFINAL 18EXCAV/GRADING/FILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
_� 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTIC FINAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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V BEFORECOVERING PERMANENT
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INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP OROER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73�J7
OwnerlContr o ite:
Inspector.
White Copyllnspecto�' File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION NOTICE SCHEDULED =
PERMIT NO. COMPLETED �� �"
ADDRESS o��x/ � � l JP.r-J►P�N� �J�(`�
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FAAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORFJWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q �INAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
i09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC FINAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlCont r �te•
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
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�, JOHN AfJD DONNA CROTTEAU
CITY OF ��Q�O �-a�f 8 , BLOCK 1 , h1EYER DAIRY ADDITION s
HENNEPIN COUNTY , P�1INNESOTA � �Is'
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''�`�` � �� ���-�� �;��,�� ,' ""� upon an assum�d datum . �
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LEGAL DESCRT PTI ON : 3) �o�Fsr /-'����c =
Lot 8 , alocl; 1 , Meyer Dairy Addition
This surv�y shows the location of a proposed house in relationship
to the abovP ;Ic�scribed property . It does not purport to show
any oth�r improvements or encroachments .
I hrrel,vi certif�' th�t this surve�� ti��s E�reE»r��c1 l,�• m�� ��r undrr m�� �iirrct ;uE�rr- i�n�n� t�-25-q ,
� e ' � o ' ' .
��isi��n, �ind that I��m,� �iuly registered Ci��il E�:n�;inr��r�in�i I,�i���1 Siir��rvur un�i��r --
�� � lhe la���� ��f fhe State �+f Minnes��t�.
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;'�`�_�� Mark S. Gronbrrg Minnes<�t�� License Numb�127;'i I,,i, �„ ' � ' '