HomeMy WebLinkAbout2002-P04741 - addn/remodel/repair i �� T
' � PERMIT
CITY C�F ORONO Permit Number:
2750 Kelley Parkway - PO Box 66 P04741
Crystal Bay, Minnesota 55323 Per'mit Type: Addition/Remodel/Repair
(952) 249-4600 Date Issued: ti�oi2oo2
SITE ADDRESS: 2948 Casco Pt Rd
Wayzata,MN 55391
PID: 20-117-23-31-0036
DESCRIPTION: UBC Occupancy R3
Proposed Use: Residential Construction Type VN
Census Code 434
Permit Class: Building
Permit Type: Addition/Remodel/Repair Permit Sub-type(s): Addn/Remodel/Repair
DETAILS:
Approved per resolution#:
Separate permits required: riumning iviecnanicai rirepiace r,ieciricai�siaie�
NOTICES/REMARKS:
T..__.:�_ Tl__.'__J rl"_"_.___.__. Tl___
��vr�uv .�v�..iv�sv..rvr�u� . ♦u..
FEE SUMMARY: Permit Fee: $ 951.75 Valuation: $ 94,000.00
Plan Review Fee: $ 618.73
State Surcharge Fee: $ 47.00
TOTAL FEE: $ 1,617.48
APPLICANT: Paul Johncox OWNER: Paul Johncox
MN MN
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURB
Coaies: 1-File(SiQnitures Repuired). 1-Apolicant, l-Monthlv Reoorts. 1-Assessin�. 1-Finance Page 1
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« Total Fee: $ � ��� ' t Date Received: ` j� .��/_ v�
Entered By: Permit#: ��L�c.� �
,T�
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
THE APPLICANT IS: (circle one) OWNE R CONTRACTOR
JOB SITE ADDRESS: �"/� CQ�CO ►.J�• I��. ZIP: __;�,�`�j�
�
NAME OF OWNER: � � , � O� KC�x� PHONE: (home)
(work) C�1 a`�75= S�a�2�
MAILING ADDRESS: ��L�g ("c��j (�•�-, j�j� CITY:��v n 0 ZIP:y�
CONTRACTOR: �� �� PHONE: �,�� '.2 71j • , ' .2�
CONTACT PERSON: �e�� MOBILE/PAGER: (� �a - 7`j� -06 7$—
MAILING ADDRESS:(� �� ���I�� CITY: t,,,,c{��r�cu.� ZIP: '-�
STATE LICENSE: # T �'
ARCHITECT/ENGINEER: ��'� F, C'C' .� SS��f��HONE: 763`�6 -d�g�
MAILING ADDRESS:C� ��o � u,�� S;>+�e�`ITY: Vy� �S. ZIP: ��
NAME: C - ,�. REGIST TION#
TYPE OF WORK: New � Addition� Accessory Structure
Niove Remodel/Alteration _� Land Alteration
PROPOSED WORK(describe in detain: �.�'� (;7 � �loca r �D i� � �
��C�- (C,'-�i t�F v� 17� v���►t G�
��' STORIES: ( SQ. FEET OF EACH FLOOR: �,
�� NO. OF BEDROOMS: �t'T` GARAGE STALLS: ATT. DET.
���
? ESTIMATED CONSTRUCTION VALUATION (excluding land): $
y
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 Ciry and with
the State Building Code; that I understand this is not a permit and work is not to start without a
permit; and that the work will be in accordance ' the proved plan.
r..._..
APPLICANT'S SIGNATURF.� DATE:
NOTE! Parade o_f Homes events require sep te permit approval by Police Department and
City Council 60 days prior to the event. Non permitted events will not be allowed.
5
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Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd. 1. Type of data. The tights of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2. Information required to be given individual. An individual asked ro supply private or co�dential data concerning himself
shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision, or statewide
system;(b)whether he may refuse or is legally required to supply the requested data; (c)any known consequence arising from his supplying or
refusing ro suppty private or confidendal data;and(d)the idenary of other persons or endties authorized by state or federal law to receive the data.
This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 5, to a law
enforcement officer.
The commissioner of revenue mav�lace the norice reauired under this subdivision in the individual income tax or orooertv tax refund
instructions instead of on those forms.
Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the
subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request, an individual who
is the subject of stored private or public data on individuals shal]be shown the data without any charge to him and, if he desires, shall be informed
of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be
disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been
collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data.
The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies.
The responsible authority shall comply immediate(y,if possible,with any request made pursuant to this subdivision, or within five days
of the date of ttte request,excluding Saturdays, Sundays and legal holidays, if immediate compliance is not possible. If he cannot comply with
the request within that time, he shall so inform the individual, and may have an additional five days within which to comply with the request,
excluding Saturdays, Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of pubiic or
private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authoriry describing the nature of the
disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify
past recipients of inaccurate or incomplete daha,including recipienu named by the individual;or(b)notify the individual that he believes the data
to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data.
The determination of the responsible authoriry may be appealed pursuant to the provisions of the administrative procedure act relating
to contested cases.
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 license 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 license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to
process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may become
public.
5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself.
6. Your full name is required to process this application or permit.
First Middle Last
Address
Ciry State Zip Phone
I understand my rights as stated above.
Signature
6
. �t
.
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: Z 9 y� CAs� �OIN T tZo A✓�
PID:
DESCRIPTION OF WORK: �4,p,� i ��„�S
ZO.�tI�i 1G REVIEW BY: DATE APPROVED: /- z g � 0 2
BUILDItii TG REVIEW BY: DATE APPROVED: � - Z� —o Z
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes � No
PLA�V REVIEW Yes �/' No SEWER CONNE�'I'ION
STATE SURCHARGE Yes � No WATERCONNEC"ITON
INVESTIGATION FEE Yes No ✓' PARK FEE
SAC Yes No � SITEINSPECTTON
Number of SAC Units OTHER (specify)
ZONING CH�CK LIST Zoning District:
Fire Depar[ment: Post Office: School District:
Lot Area: Sq.ft. 3'i ,o�.S Acres . � Width ��Gu�'�- Depth
Survey Submitted: Yes_ (,� No Date of Survey: 1' ZO - oz.
Proposed Setbacks:
F�est (Lake): 1 0 Z� Right Side: 5 f'
� (Street): �S� Left Side: Sb'
Adjacent Structures: 1 il� Wetland: N�A
Building Height: Def. Hgt. 30 ' Peal:Hgt. 3�1�
Lot Coveraje: /Vp r�prra Q
Grading: Staff Approval Date: /�!p Cl-�-,4nrc,t By: -- Council Approval Date:
Septic: Staff Approval Date: /v /✓3 By: —
Zoning File: # — Resolution: # — Resolution Date:
Shoreland District:
Avg. Setbac : o.K Bluff Setback: N 1/-1 L.ot Coverage: No c MRr�G�
Eaisting Proposed
Hardcover: 0-75'
75-250' 2.9 �'Z� 2 y•g '
250-500'
500-1000'
Hardcover Variance Required: Yes No � Da[e of Council Approval:
REMARKS (in house):
7
�� ,
BUILDING REVIEW CHECK LIST
UBC: 2- 3 CONSTRUCTION TYPE: V�V
Sq Footage $Per Sq Ftg
Basement x _
lst Floor x _ ._ r
2nd Floor x _
Garage x _
z — 4
TOTAL
Estimated Construction Value: $_ g�(�Qvv �
Inspections Required: Work Requiring Separate Permits:
Site _�Plumbing Fire
Hazdcover Removal _�Mechanical Water Connection
_�Footing ` Septic Sewer Connection
_g Framing oc Fireplace Lawn Irrigation
_�Insulation (Masonry) Other
�Wall Board �(Mfg,) Well (State Permit)
Final Grading/Filling ,L Electrical (State Permit)
Other
REMARKS(IN HOUSE):
---------- --------------------------------------------------------
REV�W BY OTHERS: DATE:
Access: Ezisting New
Access Approval: Date gy:
-----------------------------------------------------��,.,. -�Chr^j
RENIARKS (TO BE NOT'ED ON PERil�II1�: (�(�,u �,�e R,e�„�6„� �2� ",Q
8
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QI 3 � C
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ADDITIOI\! ����5�
FOR
��T�� ����T�'��
2948 �AS�O P��N�' I����
���YZ�TA, 1ltll�,T 553�1
PH: 612�275�8028
��NTACT: STEVE HARRIS
612-750-4675
' � ` . Betker & Associates, Inc. ' �'�
: . •
Structural Engineers
November 26,2001
Steve Harris/ ��v � J v���°k
P.O. Box1147
Watertawn, MN 55388
RE: House Remodeling Project
2gq.8 Casco Point Road
Orono, MN
pear Steve:
I am writing to follaw up on the house-remodeling project in Orono. We have looked at the capacity in
the existing structure and have established the following recommendations. Please refer to the
attached sketch. I have cut three sections through the house and have addressed my
recommendations aa:ordingly.
Section A to detennine that it
You should verify the elevation of the existing foundation. This is necessary
extends low enough to provide the desired living space belaw and the required frost cover. If the depth
of the foundation is not adequate it will need to be removed and replaced. The existing 8"CMU
foundation walls are also assumed to be unreinforced. This should also be verified. If the walls are to
remain in place, a number 5 reinforcing bar should be added every 24" and the cores grouted solid.
The garage floor slab on grade can be removed and changed to 8" precast plank. The existing 2X4
walls are not adequate to support the additional loading from a new floor and roof. They will need to be
replaced with a wall framed with 2X6s at 16" on center from foundation to roof bearing. The second
floor can be framed with 14"wood I joists at 16' on center. Our understanding is that the roof will have
a 12/12 pitch. This should be framed with engineered trusses;the required plywood-nailing pattem will
be determined at a later date.
Section B
The existing 12" CMU foundation walls are assumed to be unreinforced. A number 5 reinforcing bar
should be added every 32"and the cores grouted solid. The tw�o floors that you are planning on adding
above can be framed with 14"wood I joists at 16°on center. The walls should be framed with 2X6's at
16" spacing. The roof can be framed with engineered roof trusses with a 12112 pitch. The existing
fireplace and chimney, if used, would need to be removed and rebuilt in order to be extended to the
��v roofline and accommodate the new height.
Section C
The foundaition is assumed to extend to the required frost depth. This should be verified. The 2X4
walls ar�e not adequate to support additional floor and roof loading. They should be removed and
rep�aced with 2X6 walls. The 2X6s should be spaced at 16"on center. The floors can be f►amed with
14"I jasts at 16"on center. The roof can be framed with engineered roof trusses.
Call if you require any further information. If the project proceeds and plans are required we would be
happy to provide further services.
Sincerely,
l ��
Craig Haas, P.E.
Betker 8�Associates
10700 W.Hwy.55,Suite 185 Phone Number(763)546-0083
Minneapolis,Minnesota55441-6134 • FaxNumber(763)546-3059
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/ Bath 2 Car Gar ge
S B droom
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Dining � `O
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� Living Room � � �
� Kitchen
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Bath
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Bedroom Bedroom
VNnSkelch by Jammin SdMaia
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EXPLANATION OF ADDED
CONSTRUCTION
AREA B
12" block will be core filled and reinforced with #S rebar every 32"
O.C. to support new construction on top.
AREA C (Basement Leve1)
Remove all electrical from 2x4 existing walls, then place 2x6 studs
next to every 2x4 existing stud , then replace all electrical and
insulate with K-19, then sheetrock.
AREAS B & C l Main Level)
Will be gutted of sheetrock, insulation and electrical. 2x6 studs will
be placed next to existing 2x4 studs. Then replace electrical and
insulate with R-19 insulation and sheetrock.
AREA D
Try for 12x20 foot, 6 addition or 12x20 foot, 6 deck built per code.
AREA E (Entrvl
Remove stoop steps. Footings verified. Enclose 7x7 area and add
12x12 pitch dormer style back to existing roof.
AREA F (8x10 Kitchen/Dining addition)
42" frost footings with 8" block up to grade. Framed with 2x6 walls;
12x12 pitch roof; dormered back to existing roof.
AREA G (Fireplace)
Fireplace footings not capable of expansion.
Fireglace, resoluation:
Frame in with dimensional lumber until 2 foot from 10 foot
conclusion is arrived. Mechanical Engineer detail will follow.
� _ ---�_
Job Name: Truss ID: 20ST Qt : 26 '
BRc x-i.oc na,r:� sica Rco•o .n sxe srr c2iooFi.ec .. DrvY
� 0- 7-17 .75oi S.SO^ 3.50^ � (plSJ=PIATS MQNITOR V9[D-Eee Joint Report�� IIpLIPT RBJ1CYlON(S) - `7
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' 2�c6 6PP C1650F1.SE 8-1, ll-� tJOLPLPlt LpAp (�`Lqg, S�+Ppott 2 -258 lb �
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t-2 -4300 o.os o.2s o.30 14-7 ------------------------------------------ 1 M
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3-� -4165 0.16 0.]� 0.30 BRG BLX 2=6 3PP C1650F1.SE � sttPpoit 2 -906 lb �
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11/27l2001 �
All lotes are 20 �
p gauge Truswsl Connectors unless prec�ded by"18'(or 18 gauye or"►i"for 16 gaupe. Scale:'l14"=1' �
i'YAlIlVILY G Kead ol!notes un lhrs sLer�n��d gice a coy��nf,r ro r�,p F,e�rr,�R eo,�no�r��. E^g.��b:.�. WORK ORDER# �
Shu d�si n is!oi an irilniG�J buildin ron �
En 'neered E 6 (+•��nel�nm s�s'an li ha bcrn 6�.ed a�n ipccif•.nrnu prov.dodby�Tc scm��vrcm uv nulaima Chk:. _�
uddontinaewrdu�.^rwuhUccumN.�:.voniolTPlanAADPAdnigntieny�d!. ?:o�r�oM�:�iI�:Y�snw�+�celo�n�o,Ke�o�.�aov��.:�•. o�ms��iorn � TONY m
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�o m p o n e nts i�tu rlly Dnc�d br ihc iwYoi floor�hu�hing�nA�h.lvic<n cho�J ie lea�<II�ur+orA,y.ri;iE Jv�ahin�t c�urrial Jiio.dy eiLrdr�i.unlw uhv.na N
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� andarux�hi�truwtin�aonLrnun�hl',cfQlovnnSs�ududt: 'lUI1.TOFTAILSGyT�u�wd.',\N9.TPi1',1\'7Y_�AI'-v��d7lv�sCoun<il . �
f'�" � of Amcma S4�Es�A Uc.iy�Rc�JwnµEihnn.'f1A,<pLIN6 INST,\LIING AND D)Uf),yG 1.�67'/�l PCATE WTT�CC TtiU W(X)D 7PUSSES' BC DD2d 5.00 pG1 DesipO SpeC 7P1 Z
. . -� . .S. -p11F1911�nd9118 91 SCMM4R1'SI:c;EI'D�1 il lhc ln�u Pbt.'I�:n�N�c(fPl)ir Ior+�.�A ei ll'Oafno fRnr.I.Idlnm.Wi�.anwu SS!l9.
. , . (952)9D5-tB02 7ht.Vnnion Foroi w1 P.on n�,.-.iw�inrr.nl u�»re��i i l I IO�Ii S�n:ce.Nvi.C n!,(xl.l'ru��nr,inn.[X':Uo� TOTAL SS.OD pef Seqn T6.2.�0• 0
� .
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�
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�
Customer Info
P1ame steve Phone
Address Cit rono
State n Zi
Job
Desi n Tem erature
Inside Outside Dif�'erence
Winter 72 -20 2
Summer 5 74 21
EATING COMMON DATA SECTION COOLING
�AT� OOLIN
TUH LOSS G SUBJECT S�t G TUH GAIN
FACTOR FACTOR
ROSS WALL 560
769.88 OORS&WINDOWS 44 984.8
8986.36 ,71 T WALL 316 7.8 5864.8
530 .53 EII.ING 1000 .6 600
40 .24 LOORS 1000
18.333 .4 ILTRATION FACTOR BTU Hr 2 1925
10544.573 UB-TOTAL BTtJH LOSS ar 10 de F
9 JUSTMENT FACTOR
4901 OTAL BTUH LOSS
EOPLE(Assume 2 ersons er bedroom) 00 2400
PLIANCES 1200
SUB TOTAL BTUH GAIN Room sensible onl 6030.35
UCT LOSS/GAIN FACTOR
UB TOTAL BTITH(Sensible Gain)
OISTURE REMOVAL 1.3
OTAL BTUH LOSS
�
! ""VER 4.16 MARVIN WINDOW QUOTE 11/16/O1
� JUSTUS WINDOW & DOOR
HOPKINS, MINNESOTA
952-938-2741 FAX 952-938 9441
*** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE ***
*** NET PRICE ***
4376-000 REQUESTED SHIP DATE:
BILLJt1STUS LBR. & BI:DG. CENTER CO. SHIP VIA: OUR TRUCK
TO: 330-11 AVE SOUTH pp:
HOPKINS, MN 55343 JOB NAME: HARRIS ENTERPRISES
SHIPJUSTUS LBR. & BLDG. CENTER CO. CONTACT: COLLEEN
TO: 330-11 AVE SOUTH PHONE: ( ) -
HOPKINS, MN 55343
PROJECT: 49HARRISENTERPRISES
� h �� ��C��� w,'�I���cJS
QUOTE: 00000001
QTY: 1 MARK UNIT - �P��
RO 181" X 71 5/8" - 5W1H 0.00
**A1
CCM - LH � �
CN 3672
IG - 1 LITE
TEMP LOW E II W/ARG
SCREEN �
BRONZE SURROUND
**A2
CCM - LH �
CN 3672
IG - 1 LITE
TEMP LOW E II W/ARG
SCREEN
BRONZE SURROUND .00
**A3
C CM - STATIONARY �
CN 3672
IG - 1 LITE
TEMP LOW E II W/ARG �
**A4
CCM - RH �
CN 3672
IG - 1 LITE
TEMP LOW E II W/ARG 5�,p�
SCREEN 20.44
BRONZE SURROUND �
**A5
CCM - RH
CN 3672 �
IG - 1 LITE
TEMP LOW E II W/ARG
SCREEN �
BRONZE SURROUND , p
QUOTE CONTINUED ON NEXT PAGE.
�
I "�VER 4.16 MARVIN WINDOW QUOTE 11/16/O1
� JUSTUS WINDOW & DOOR
HOPKINS, MINNESOTA
952-938-2741 FAX 952-938 9441
*** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE ***
*** NET PRICE *** PAGE 3
4376-000
JUSTUS LBR. & SLDG. CENTER CO. HOPKINS, MN '
PROJECT: 49I-If1RRISENTERPRISES
QUOTE: 00000003 , ' �J
QTY: 1 MARK UNIT - �� �
C SFD - OXXO - LH / � �
*** PANEL SHIP SEPARATE .
CN 16068
RO 192 7/8" X 82 1/2"
IG - 1 LITE
TEMP LO W E II W/ARG
SOLID BS HDL-NON-KEYED
SCREEN *** SHIP SEPARATE
WHITE SURROUND 0.00
6 9/16" JAMBS *** SHIP SEPARATE 5�
BA INTERIOR � F��� � �
WHITE CLAD EXTERIOR 0.00
NO CSG (,UQ�j.�- 0.00
TOTAL NET PRICE �o�r �
-----------------------------------------------------------------------------
SUB TOTAL:
6.500% SALES TAX:
PROJECT TOTAL NET PRICE:
_______________________________________________________________________`�_--
IF CLAD COLOR IS CHANGED TO EVERGREEN, A $44.00 CHARGE WILL BE ADDED
TO THE UNIT PRICE ON ALL NON-SDL GLIDER PRODUCTS.
IF CLAD COLOR IS CHANGED TO A SELECT CLAD COLOR,
PRICING WILL CHANGE PER SELECT COLOR CLAD PRICE BULLETIN.
�
! �VER 4.16 MARVIN WINDOW QUOTE 11/16/O1
�� JUSTUS WINDOW & DOOR
HOPKINS, MINNESOTA
952-938-2741 FAX 952-938 9441
*** UNIT AVAILABILITY AND PRICE SUBJECT TO CHANGE ***
*** NET PRICE *** PAGE 2
4376-000
JUSTUS LBR. & BL;DG. CENTER CO. HOPKINS, MN
PROJECT: 49HARRISENTERPRISES � h I� r= I O U,�-- (�; � I�OW
6 9/16" JAMBS I 61.32
BA INTERIOR ��U P`�t 0.00
CLAD EXTERIOR 0.00
NO CSG 0.00
TOTAL NET PRICE 2,095.83
ASSEMBLY EXCEEDS SIZE LIMITATIONS. CONTACT YOUR MARVIN
REPRESENTATIVE FOR AVAILABILITY AND POSSIBLE ADDITIONAL PRICING.
------ ------ ------ ------ ------
� A1 � A2 � A3 � A4 � A5 �
I CM � CM � CM � CM � CM �
I I I I I I
------ ------ ------ ------ ------
-----------------------------------------------------------------------------
QUOTE: 00000002 � !� �� �=��,�—
QTY: 6 MARK UNIT —
RO 65° X 47 5/8" — 2W1H � ��� 0.00 0.00
**Al
C CM — LH 244.55
CN 3248
IG — 1 LITE
LOW E II W/ARGON 32.12 192.7�
SCREEN � 16.06 96.36-,
BRONZE SURROUND 0.00 .,
**A2
C CM — RH 244.55 �
CN 3248
IG — 1 LITE
LOW E II W/ARGON 32.12 a 192.72 �
SCREEN 16.06 96.36 :
BRONZE SURROUND 0.00 u.OG
6 9/16" JAMBS 27.74 �
BA INTERIOR 0.00
WHITE CLAD EXTERIOR 0.00 0.00
NO CSG 0.00 0.00
TOTAL NET PRICE 613.20 �
� A1 � A2 �
� CM � CM �
I I I
-----------------------------------------------------------------------------
QUOTE CONTINUED ON NEXT PAGE.
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Job Name: STEVE HARRIS _ ___ Truss ID: A _ Qty�_18 _D�:
ilfW %�IfM: I�Y.N"I' �:I'ri I�i�_�I, •I'�- �w.' :�1'I� � :11���1��1 .111�: If ����.I ol�unl.l�l���� 1a ���.�1. ,Ilic�:lly alto�.l�c�l
1 0- 3- 0 113�1 c.�u" 1.'.i+" Qx2 SI�F N1/NY-(:A1J b-lU � Lo'lhe LoLtom chord, adequate laCaral
2 20- 5- 0 1137 ti.00" 1.�U'• gC 4x2 SPF C2100F1.8E bracing may be required (by others) . For
_ WEB 4x2 SPF STUD-CAN floor applications, 2x6 strongback bridging � �
TC FORCE AxL BND cSI Plating spec : ANSI/'1'PI - 1995 is required, at 10'-0" O.C. or la�s. � � � � .
1-2 0 0.00 0.20 0.20 . . � - - � � �
2-3 -3C66 0.13 0.20 0.32 � � � � �
3-C -3G66 0.16 0.15 0.37 . �
i-5 -0661 0.29 0.17 0.46
5-6 -4661 0.29 0.16 0.45
6-7 -4661 0.69 0.10 0.75 .
7-B -3597 0.41 0.30 0.71 .
B-9 -3597 0.30 0.37 0.68
9-10 0 0.00 0.37 0.3U
BC FORCE N(L HND C51
11-12 1993 0.2G O.OB O.:i2
12-13 A326 0.52 0.07 0.59
13-1C G326 0.52 O.oG 0.',�i
14-15 G393 U.53 U.u'/ U.r,u
15-16 2193 0.26 U.U9 U,3G PanelLengths:
Std=2-5-4
WEB FORCE CSI WEB FORCE CSI 9-10 2-8•12
1-11 -12C 0.03 7-14 29B 0.16
2-11 -2224 0.71 7-15 -BBG 0.28
MAX DEFLECTION (span) :
2-12 1636 O.B7 8-15 -235 0.06 L/529 IN MEM 13-14 (LIVE)
3-12 -2A1 0.07 9-15 1557 O.B3
L= -O.G6" D= -0.17" T= -0.63
4-12 -954 0.30 9-16 -2399 O.B1
a-ia 372 0.20 ]U-1G Il7 O.o4 ____ ____
5-14 -YG5 0.0� Y Y 4' Y 4' Y �' Y d � d ----= Joint Locations =
� � � rv � � � rv m � rv � w .-. m 1 0- 0- 0 9 17- 8- G
ry N � N ^ ry m N lv �n N r� N � 2 2- 8- 4 10 20- 8- 0
3 5- 2- 4 11 0- 0- 0
G 7- 8- G 12 5- 2- 4
2'�4-{ 5 10- 2- 4 13 8- 8- 0
0_�_$ 6 12- 1- 8 14 10- 2- 4
� 7 12- 8- 4 15 15- 2- 4
8 15- 2- G 16 20- 8- 0
� _ .� .� s 6 7 d 9 lu
W=3-6
4-4 4-12 1.5-3 3•6 1.5-3 3•6 1.5-3 4-12 4-4
- --- --- -- ----- ------ -
1-= _ -_� --- --- ---- _-- -- --- � ----[
l�.q_p 1-4•0
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20-8-0
2/14/2002
All plates are 20 gauge Truswal Connectors unless preceded by"18"for 18 gaufle or"N"for 16 gauge. Scale:7/32"=1'
Wf�RNINCi Rend n(!no�es nn this sheet nnd give n copy of i1 to�he Erecli�ig Conlruclo�•. Eng..lob:.E.1. WORK ORDER#
E n g i n e e re d This Jesign is for�n individual building cumponem nu�vuss system It hu been baseJ un specifications pruvided by the com�wnem manulacwrer �hk:RM
and dune in acwrdance wilh Ihe cun�enl versions o('f I'I�mJ AFNA Jesign si�ndards. No respunsibiliiy is assmneJ k+r Jimensional xniracy. Uimcnv� 63473
arc to be verilleJ by the com�wneni manufaciw�cr and/or building designer prior lo fabricmiun. The building designer must ascertain�hal the luods sgnr.RP
Bu i I d i n g utilrzed on this design mecl a cxcred the IO�tllllb Ipl�)USC,�Y fI1C IUCJI�UII�111b CUt�C duJ lI1C�):1111CuI;11'��)�)Ill'B�Ipl1 I I1C(IC11611.1S5U0105 lll:li IIIC iop ch� J TC Live 40.00 p5f DurF0C5 L=1.00 P=1.00
C o m p o n e n ts �s I�terally�ruced by th�ruuf ix Il�wr slieaihing and ihe buttom chad is I:ucrally br,ice�by a rigid sl�caihing m�terial direcily attached, unless uihenvis
noied. Ciraans sho�rn is(nr latcral sup�wn of cauponcnts mcmbcrs only io rcducc buckling Icngih. This com��nrn�shall nut be placcd in any TC DeOd 10.00 pSf Rep Mbf Bnd 1.15
envirunment that will cause Ihe muis�urc mnlent o(lhe woud to ezceed 19'%and/or c�use connector plaie con�usion. fabricaie,handle,ins�all gC Live 0.00 PSf O.C.Spaeing 2•0-0
and bracc this�russ in accurd:mce with dic lullowing scmJards: 'JOIN'I'DIiTAIIS'by l�ruswal,'ANSI/'fl'1 I','WTCA I'-WuoJ 17uss(�ouncil
� . of Amcricu Si:inJ:uJ Ucsign Rcspunsibiliiics,'IIANDLING INS'I'AI.I.ING AND I41tACING MI:I�AL PLA'IT CONNIiCI�I[P 1V001)'I�ILUSSIiS' BC DOad 5.00 p5f DBSlgfl SpeC TPI
146 W05f1Ifl9lOr1 AVB.S. -(Hllf-91�anJ'1118-'JI SUMMAI<Y SI IIfISI'by 7l'I 'I'hc'I'ruxs I'I:nc Insliunc(�I�I'I)is IocaicJ ai U'Onofrio Urivc,Madisun,\Viscunsin 51719.
Hopkins,MN 55343 ,(612)935-4902 l he Amcrican ror�•�i;���d i�:�p�r n,s�w�:�u�,n�nri�n)�,io��a�d;u i i i i i��ih S�rrci,Nw,si�xoo,w�h��,�io��,nc�oo�o TOTAL 55.00 psf Seqn T6.2.10• 62709
Job Name: STEVE HARRIS Truss ID: A2-GT Qty: 4 Drw :
NRG X-1.00 HF:ACP Sl'GC Iq.U•�, 7'C 4x2 SP[:--�:27UU1�].H1: - If ri�7��J alwat_h�ny �e nol diructly �Cla��hu�l --------'I.ON) CASh: N1 UI:SIGN LOAUS -"""-'---�---
1 0- 3- 0 17�0 c.ob" l.'.u" �� 4x2 SPI� C21UUl�1.Uh: � to the I�otto�n chord, adequaCe lateral Dir L.�plf L.Luc R.Plf R�.Loc LL/TL
2 20- S- 0 25aa 6.00" 1.'.U" Wt� 4x2 SPE' S'1'UU-�CAN bracing may �e required (by otl�era) . I�or TC Vert 100.00 0- U- 0 100.00 20- 8- 0 0.80
2-4x2 SPF S7'UD-CAN 1%-70, 10-10 floor :i����lic:��iona, 2xfi atronr�back bn�l���n�,i I3C Vurt 10.00 0- 0� 0 10.00 20- 8- 0 0.00
TC FORCE fU(L IINU C51 P]aLtny +q�uc : ANSI/7'P1 11�'lt� iu ruyu�i�il, aC lU'-0" U.C. vr luuu. .7'y�>u... 1Lu X.Luc LL/'1'L �
1-2 0 0.00 0.11 0.11 Uouble L�uss connecCion (by othera) unlu�s 1'C Vert 200U.0 14� 5- 4 U.'!3 �
2-3 -5880 0.09 0.11 0.20 otherwised specified. Al1 loade shall.be .
3-d -5880 0.12 0.10 0.23 distributed (by othors) equally to each
C-S -9523 0.33 0.13 O.GG ply.
5-6 -9523 0.3A 0.14 0.49
6-7 -9523 0.34 0.07 O.A2
7-B -10766 0.36 0.13 0.49 .
8-9 -1OB02 0.31 0.08 0.38
9-10 -939i 0.32 0.12 0.43
10-11 0 0.00 0.12 0.12
BC FORCE IJCL BND CSI
12-13 3185 0.19 0.05 0.2G
13-1< 7963 0.48 O.OS O.h�
1<-15 7963 O.4B 0.05 0.53
15-16 30062 O.G3 0.07 0,71 PanelLenflths:
16-17 9711 0.59 0.05 O.G� � S1d=2-5-4
17-18 5339 0.32 0.06 0.38 7-8 1-8-4 8-9 0-7-8
10•11 2•8•12
WEH FORCE CSI WEB FORCE CSI
1-12 -125 0.02 7-16 369 0.30
MAX DEFLECTION (apa�) :
2-12 -355a 0.57 8-16 -2072 �.2fi
1./535 IN MEM 15-16 (LIVE)
2-13 2993 0.80 9-16 lOYU U.SG
1.= -O.CS" D= -0.17" T= -0.62
3-13 -241 0.03 7-1'/ -'lU'+U o.'l11
a-13 -23�z o.» �o-i'i n�.�,�, u �.i �, V Y Y Y �� 4' ----
Y Y Y � Y 4' ., `� � u, `r}' �„ .-, m =__-= Joint Locationa ----
a-ts i�3z o.ac to-�u -sr,na u.ni ,� �„ �t� � �, �� � ..
5-15 -208 0.03 11-18 -l�b U.G2 �.- Q �i 1 � 0- 0- 0 10 17- 8- 4
IV lV fV U� �V I� fV .N+ N .� �V
- 2 2- 8- 4 11 20- 8- 0
7-15 -1044 0.17
2-5-4 3 5- 2- 4 12 0- 0- 0
�� G 7- 8- 4 13 5- 2- 4
� �q_yFg_2_q r� 5 10- 2- 4 19 8- 8- o
6 12- 1- 8 15 10- 2- 4
7 12- 8- 4 16 14- 5- 4
2•PLYS � � � � ' �� � � ��� �� 8 14- 5- 4 17 15- 2- 4
REQUIRED 2000ii 9 15- 2- C 18 20- 8- 0
W=3•6 5-6
4-4 4-8 1.5-3 3.5-6 1.5•3 3-4 2-4 3.5-10 4-4
I,�.o I,.�.o
3.5-10 W=H3125 5-6
3.5-8 3.5-8 3.5-6 3.5-8
Y 4 m rv., � ,Fn � m
�'�n i�h � m v `T u r�v
20-8-0
2/14/2002
All plates are 20 gauge Truswal Connectors unless preceded by"18"for 18 gauc�e or"H"for 16 gauge. Scalo:7l32"=1'
WAI2NINC �l��nd nll no(e.�on(hi.r.�'heel and gi��e n copl'u/11/o Ihe F.rerliiig Coiilrnclor. En�.Job:.E.1. WORK ORDER#
E n g i n eered ���is dnign is fur an indiviJual building componcm nui iruss systan 11 has bcen b:acd un spccilicaiions prorWcJ by ihc compuncni m;mul:�ciurcr �SknfRf RP
and June in accurdance with iha cun�rni��ersrons uf�f PI and APPA design standards. No responsibiliry is assumed for Jimension;il accuraty. Diniensii,� 63473
are io be verif ed by the coinponem inanufacwrer;md/or building designer prwr to f:ibricauun. The building Jesigner must asceitain�hai ihe IoaJs g
Bu i I d i n g utilizcd un this design inee�or exceed the Io�Aing imFwsed by the local building code and the panicular application The design assumes that the�op ch� d TC LIVe 40.00 pSf DUfFBCS 1.=1.00 P=1.00
C o m p o n e n ts �s laterally braced by the roof or Ooor shea�hing and the bouoin chord is lalerally braccd by a rigid shea�liing material direcily attached, wiless otheiwis
no�ed. t3racmg shown is(or lateral suppon of cuirqx�nents members only to reduce buckling kngih. This componcnt shall nrn be placed in any TC Dead 10.00{7Sf RBp�Y1bf Bnd 1.00
environment�hu will cause the moiswre comen�of ihe wood io excecd I�'%and/or cnuie connector pla�e con�osion. �abricatc,handlr,ins�all BC LIVB 0.00 p5f O.C.Spad�g 2•0-0
011d bIdCC IFIIS IN55 10 BCCUI(I:IOLI'WIII11Ill'fnlluwing slandards�. 701NT I)BTAII.S'by'I7usN�a1,'ANSI/TI'I I','W'fCA I'-WiwJ'fruss Cuuncil
^ u(AOII'IICJ S180A:11'(I UCSIbI�Itcs�wnsibilitics,'IIANUI.ING INSI�AI.LWG AND f1It�CING MGfAL I'I,n'rG CONNGc'I'I:U w000 TKUSSLS' BC Dead 5.00 p5f DCSIg�SpBC TPI
146 W25hIO9tOO AVB.S. -(HIII-91)and'HIU-91 SUMMAHY SHI:G"I'by ll'i "fhe Truss Ylatc Insii�wc(1'PI)is locaicd at D'OnoGiu Drive,M❑Jison,\Viscunsin 53719.
HOpkins,MN 55343 (612)935-4902 'fhc Amcrir.m Purest anJ I'aper Ass�xi:niun(Afl'�)is I�x�icd ai i I I I I�di S�rcc�,N W,Sic 800,\Vashingion,UC'_00}G. TOTAL 55.00 p5f Seqn T6.2,10- 62710
Job Name: STEVE HARRIS Truss ID: A3-GT Qt : 2 Drw :
BRG X-LOC REACT S17.e k1.G'�� 'fC Gx2 SPP (:"L3001�7 .bP: If c3gid ahoalh�n�� ie no[ dtrucily :,Ltachud -----^----I.OAU CA56 tll UESIGN LOMS ----------------
1 0- 3- 0 21A9 G.Oo" l.bo" ��C 4x'L SYF C21UOI�l .til: � Co the bottoni churd, adequate la[eral Dir L.Plf L.Loc R.Plf R.Loc LL/TL
2 20- 5- 0 21a9 6.Oo�� 1.50�� wEB 4x2 SPF STUD-CnN bracing may be required (by others) . For TC Vert 100.00 0- 0- 0 100.00 20- 8- 0 0.80
Plnting spec : ANSI/TPI - 1995 flo�r a����lic�li��nA, 2x6 etrongback br��ig�n�� I�l: Vurt 107.9"I 0- 0- U ]07.97 20- 8- 0 0,66
TC FORCE AXL BND CSI Uoublu trUys ConnuClion (l>y ot.li�,rc) luiluau i_+ iuyui�.uJ, ,il IU'�-0" U.C. or luuu.
1-2 0 0.00 0.11 0.11 �therwised spocified. All loady shall be
2-3 -6701 0.15 0.09 0.2G distributed (by others) equally to each �
3-C -6701 0.16 0.11 0.28 ply.
4-S -8933 0.30 0.13 O.G2
5-6 -B933 0.30 0.13 0.43
6-7 -8933 0.30 O.OG 0.35
7-8 -6B66 0.17 0.11 0.2B .
B-9 -6866 0.16 0.09 0.25
9-30 0 0.00 0.12 0.12
BC FORCE AXL BND CSI �
11-12 3593 0.22 0.51 0.72
�2-13 808E O.C9 0.5] 1.00
13-14 808G 0.49 O.aU O.B9 �
14-15 8166 0.49 O.GO 0.9�
15-16 4085 0.25 0.30 0.55 PanclLengths:
ic-i'r aoes o.zs o.is o.ao Std=2-5•4
9-10 2-7-4
HEB FORCC CSI NEB FOHCE CSI
1-11 -125 0.02 7-1C 851 0.23
MAX DEFLECTION (apan) :
2-11 -A010 0.6G 7-15 -1G4:f 0.23
L/504 IN MEM 14-15 (LIVE)
2-12 3A51 0.92 8-15 -23N 0.03
L= -0.48" D= -0.18" T= -0.66
3-12 -235 0.03 9-lti 30I1 U.n%
4-12 -3536 0.15 'J-]G 26u U.n'I ____ ____
4-14 942 0.25 9-17 -a�ub u.'�n o, Y a, y y ;r N } 4' _ .)oint Locatione =
5-1C -200 0.03 30-17 -13G 0.02 y y �' Y �' Y �' � �' �' di -. w 1 0- 0� 0 30 20- 8- 0
o m u rv u m in m u N in � u ^ -- � 2 z- 8- 4 11 0- 0- 0
� fV [V N � fV l� N .-+ N .-+ N .� N � fV
3 5- 2- 4 12 5- 2- 4
4 7- 8- 4 13 B- 8- 0
Z"�-i 5 10- 2- 4 14 10- 2- G
� ��_g__� 6 12- 1- 8 15 15- 2- 4
7 12- B- 4 16 17- 9- 0
8 15- 2- 4 17 20- B- 0
2-PLYS � _ ± 1 i a � � i l�� 9 17- 9- 0
REQUIRED
W=3•6
4•4 4-10 1.53 3-4 1.5-3 3-4 1.5-3 4-12 4-4
I,_4.a - I,�.o
4-10 W=H3125 3.5-10 1.5•3
4-8 3'6 4-8
Y Y � r�v m rvv � om, � m
� Ul Vl m ll� � N � N N
2�-8-�
2/14/2002
All plates are 20 gauge Truswal Connectors unless proceded by"18"for 18 gauge or"H"for 16 gaugo. Scale:7/32"=1'
WARNING Read nll notes oii lhrs shee�and bive n cop��oJi�ro�he Erecting Conn•ncror. En9..lob:.e�. WORK ORDER#
E n g i n ee re d This dcsign is for an indiviJual building compunent not�russ syslem It has been based un specificmiuns provided by thc compunem manu(aciurer Chk'RM
.rud Jone in acmrdance wiih the cunent versia�s of'fPl and AFPA design s�and inis. No responsibility�5�ssumed for dmienvonal aceuracy pimensi �, " 63473
are�o be verifitd by�he componem mamda,imci.0 d,�i 1 nd.l nb lesigner pri�rlo I�l ric:uiun lhc builJmg designu m si a�;.e�iain iha�Ihr lo�d� (35gllf:FZP
Bu i I d i n g wiliud on ihis design meet or c��. d�he Io.iJ ng mipuseJ by the local builJing wJe aud ihe paivcular:1�1�)IIC�IIOII �I1G lesign:uvumes�6a�the iop�h� d TC L'Ive 40.00 PSf DUfF0C5 L=1.00 P=1.00
C o m p o n e n ts �s laicrally braced by�hc ruul ur Iluor shc:uhing and IIIC I)UIIOITI CIIUf(I IS I:11CI:IIIY III:ICI'tI�Y 8 fl�'I(I SIICJIIlli16 ptifC1l�I,lfl'CIIY:1118CIIC,, llllll'S5 Ullll'iN'1)
nu�cd ifrocing shuwn is fur Iaicr:J sup�wn id�c�+mponcnis mnnbcrs only io rcJucc buckliug Icng�h. �I'his compuncui sh:dl no�be placcJ in:iny TC DOdd 10.00 p5f Rep Mbf Bfld 1.00
cnvirunmcnl tLal will cnutic lhc muisnnc cunlcni ul thc w�u�al�u escecJ 19'%�an<Vur c.msc cunncclur pl:uc currusion PaLricate�h�ndlc,inxl:Jl BC LIVB 0.00 p5f O.C.SpdGing 2-0-0
011�I Ill:lll'IIII5 IfU51 111�ICUI(IJIICI'with Ihc�uIIO��'Ins Sl:liLLi:litlS. �JOI�I�I)Ii�I�AI I.S�I�Y�I f�5\vJI,�ANSI/�I PI I�,�VJ�I�C/�I�.WOOcI�I�IU55 CUIu1CiI
u(Amciica S�andard[hsign Nrs�>aaibiliiics,'IIAIJULWG INS'fALLING AND ItItA('IkG A1f:I�AL PLA1�E CONNGC'f1=U WOOD 1'RUSSI:S' BC Dedd 5.00 psf Design Spec.TPI
146 W2ShIfIQfOf1 AV6.S.� , -(IIIB-91)anJ'1118-91 SUMMAKY SHlili�l"by�I�I'I. �I�hc l7uss Plate Ins�iw�e(�I-PI)is lixmed ai IJ'Unufriu Drivc,Madiwn,\1'isconsin 5J71).
Hopklns,MN 55343 (612)935-4902 fhc Anxrican forrsi and Paper ns�nciwion(i1PP,1)is Incaicd ai I I I I 19ih titreet,N\V,S�e fi00,\Vatihington,UC'_oolb TOTAL 55.00 psf Seqn T6.2.10• 62711
Job Name: STEVE HARRIS Truss ID: B Qt : 5 Drw :
BRC X-LOC HEACT 91%e Iu:G'�� '7'C Cx2 SPF Nl/N2-c:AN lf rigid el�uatl�ing ie not diructly aCLachud .
1 0- 3- 0 BU1 6.00" ].tio" �C 4x2 SPF A1/N2-CAN � Go the bpttom chord, adoquat� lateral
2 14- 5- 4 Ho0 3.1u�� ].!,u" Wg� 4x2 SPV S'1'UU-C:nN braci.n�� nr.ry bu ruquirod (by ul.hure) . I�ur
SLIDER 4x2 SPF ql/N2-CMI fluor :���plicaCiona, 2xG etrongback Uridg�ng �
TC FORCE AXL UND CS] Plating spuc : lWSI/'I'PI - 19')5 i� n.��ii�ru�l, nl lU'-0" O.C. ur ludu.
1-2 0 O,OD U.7:' U.'i':
2-3 -2301 0.10 0.32 0.4:i
3-d -2301 0.30 0.26 0.3G
C-5 -1906 0.08 0.26 0.35 �
5-6 -1906 0.00 0.27 0.7�,
6-7 -tl4C O.U'1 �.'1'I U.'1'i
BC FORCE AXL BND CSI
8-9 1319 0.39 0.12 0.51
9-10 2265 0.68 0.12 0.79
10-11 973 0.29 0.06 0,3'�
11-0 0 0.00 O.OG O.UL
NEB FORCE CSi H!H r•oi<rr. a:�
1-B -124 U.U3 A�IU i'.�� �i'.I i
2-9 -1an o.a7 ,-iu .rno ".�,i Pancl Len�ths:
2-9 868 0.46 G-10 lu:f7 u.!.S Sfd=2-5-4
3-9 -2a2 0.0� c-ii -izz u.zo 6-7 1-5-5
a-v -iei o.oc i-ii ii�s u.cz
MAX DEFLECTION (span) :
L/999 IN MEM 9-10 (LIVE)
L= -0.16" D= -0.06" T= -0.22
y y `� � 1' R' Y 'v u a �: =___= Joint Locationa =___
N w N v� N N N N � V 1 O- O- O � ZA- .3- O
� 2 2- 8- 4 8 0- 0- 0
3 5- 2- 4 9 5- 2- 4
2-5-4 0-� 4 7- 8- G 10 10- 2- 4
�_1_8 5 10- 2- 4 11 12- 9- 0
-� G 12- l- 0 �
� _ j / s I 7
2-4 2-4
4-4 3.5-8 1.5-3 3•4 1.5-3 3-6 5-6
T T
1-4-0 1-4•0
1 l
- 3.5-8 3.5-8 4'S � 1/2"GAP MAX
3.5-8
0- -
F � o ry � �
N N N q
J, v, �n m a i1
14-7-0
2/14/2002
All piates are 20 gauge Truswal Connectors unless preceded by"18"for 18 flau�7e or"H"(or 1G paufle. Scalo:11132"=1'
W�I RN/NC lfrnd ull nwc.s ai�lii.c.tlrce�u�id gi��e n�u��i�u�ir io N�r�:������r����;c'�,�u��«<��,�.. eiti.���:.eJ. WORK ORDER#
E n i n ee re d �h��Jesign is for an indiviJiml building cuinponcnl noi iruss sysient h h;a bcen b:ueJ un specific:uions proviJed by Uie romEwnent m�nufaaurer Chk:RM
gand done in accorJance with�he ewrent versions of"f PI�nd APNA design st�ndads. No responsibility�s atsumed fur Jimensional aceuracy. Dimensi � 63473
are�u be verilied by�he component manufac�urer�nd/or building designer pnor to fabricaiion, 7'he building designer musi ascemm�thm ihe loadi Sgflf:RP
Bu i I d i n g wilized on ihis design meet or ezcecd Ihe Iu�Jing impuscJ by the IUC:II IRIII�II06 COdC 8111i Illl'�):IIlICl1I:11 J���)IIC911U0 Tl�e design assumes ihat�hc iop ch� J TC Uv0 40.00 PSf DUfFBGS L=1.00 P=1.00
C o m p o n e n ts is la�erally bi aceJ by�he ruuf ur Ilunr shcaihing and Ihe Lwuom chord is I:iicrally braceJ by a rigiJ she��hing inalerial Jireclly a��acheJ, unless o�henvis
❑OICA. I31'JCi�is SIIUN'll IS�Of I�ICI�I 50�)�lUrt U�COIII�)O�1Ci1lS fI1CI0I�C1'S UIIIY IU 1'C(JUCC IIUCRI106Itllb'III �I I115 COIII�JUIICfII SI1�II I101�C�)I�CC,III�OY TC DBad 10.00 p5f R6p Mbf Bnd 1.15
envirunmcnt that will cause ihe mnisture conienl o(lhe�a�d W escceJ 19'%and/or couse connecior plaic convsion. Fabricate,handle,ins��ll BC LlvO 0.00 pSf O.GSpaC1Og 2-0-0
and bracc�hii Iruss iu accordance wilh Ihc Inlloa�ing siand;u�Js. 701N"I�Ulil'AILS'Ly"I'rusw;il,'ANSI/'I'PI I','\V"I�CA I'-WuoJ Truss Council
of An,erica Siandnrd Dcsign Rcsponsibiliiics,'HANULING INS'fnLLING ANU ISRAC'ING MGTnL I'I.n"1�1:CUNNGC'I'GD NOOU l'RUSSI:S' BC Dead 5.00 psf Design Spec TPI
146 W0ShI0Q►O(1 AV@.S. � -(IIII3-9I)and'lll[3-91 SUA1MAHY SIICGT'by 1'PI. l�lm Truss I'la�e Insti�uie(7'PI)is located at U'Onu(rio Drive,M11adison,1Visconsin 53719.
HOpkitl5,MN 55343 (612)935-4902 The American Fores�and Yaper Assixia�ion(APPA)is luca�ed a�I I I I 19th Sncet,NW,Sce 800,\Vashing�un,1)C'_0036 TOTAL 55.00 psf Seqr1 T6.2.10• 62712
Job Name: STEVE HARRIS Truss ID: C Qt : 2 Drw :
BRG X-1.00 flCh�'I' 7i1%!: I�I:J'I� '!'C 4x1 :il'I' II1/II%'(:AIJ 1f �i����l uli�aaLl�li�� 1u �i�.�L JJ�u�Lly all.�t:��u�l UL'l.11�'1' III::A(:'I�JUN(S) : .
3 2- 7-30 14b7 6.uu•• 1.'.u" �C 4x2 SPV H1/N1-CM7 � Co U�e bolLom chord, adequaCu laCeral � Support 2 -23d !b
2 8- 2- 2 180 1.66�� l.bo" WEB 4x2 SPk S1'UD-CN] bracing may be required (by othera) . For ----------LOP.D CASE pl DESIGN LOADS ----------------
� 2-4x2 SPF STUD-CAN 2-7 floor applir.ations, 2x6 strongback bridging Dir L.Plf I..I.oc R.Plf R.Loc LL/TL
TC FORCE AXL �uN� C51 Plating spec : ANSI/TPI - 199b ia reyuired, at 10'-0" O.C. or less. TC Vert 10U.00 0- U- 0 100.00 8- 2-14 0.8U
1-2 1392 0.41 0.43 O.BG - TIIIS Ut:SIGN IS TIIE COMbOSl'1'E ItESULT OF DC Vort 10.00 � 0- 0- 0 10.00 8- 2-14 0.00
2-3 1a13 O.G2 O.a3 O.BS MUL'1'IPLE LOAD CASES. ..Type... � lbs X.Loc LL/TL
3-A 3A9 0.00 0.2a 0.2a TC Vert 542.0 0- 0- 0 O.GG
C-5 0 0.00 0.11 0.17
BC FOHCE AXL bNu Cc;l �
6-7 0 O.UO 0.11 O.I1
7-8 -738 0.01 0.11 0.12
0-9 -324 0.03 0.04 0.07
i1EB FORCE CST HEB FOR�F: (:sl
1-6 -CO 0.01 3-8 SOB 0.27
1-7 -1538 0.47 a-P -299 0.08
2-7 -301 O.00 4-9 41i o.22
3-7 -10A9 0,3C `:-'� -7B U.p:
Pancl Lonflths:
Sld=1-4-12
1•2 2-1-10 2-3 2-5-4
MAX DEFLECTION (span) :
L/999 IN MEM 7-8 (LIVE)
ry � � � m � � � L= -0.02" D= -0.01" T= -0.02
Y `� Y � � � °� m MAX DEFLECTION (cank) :
�' `" �' L/606 IN MEM 6-7 (LIVE)
L= -0.05" D= -0.02" T= -0.07
2-5-4
0-t-8 2-6-2
Job Name: STEVE HARRIS Truss ID: C1 Qty: 2 Drw
- - - --- - - _ .
_ _.._--- _�J _. __ _ __.�. �.__
bWJ x-ur. Irt:�:i�r :nzl. iu._��i, ��'i: nn: :;t�l� 111/II.• �/�.�1 �i , i��i�i ul�ualliii,�� �u u„� �I��.,ully a�.�.a,�lio�l UL'I.U�'I' IqiAC•I•1�4+(:i) :
1 2- 1-12 13�1 6.Ou•� l.t���" IsC � Ax'L Sl'B' N1/N:-C/J� � w Uw Lottom chord, adoqua�u IaCeral Support 2 -166 lb
2 7- B- A 20S 1.56^ 1.So•' WEB 4x2 SPF STUD-CFN Lrar_ing may be required (by others) . For ----------LOAD CASE kl DESIGN IAADS ----------------
. 2-4x2 SPF STUD-CAN 2-7 floor applications, 2x6 strongback bridging Dir L.Plf I,.Loc R.Plf R.Loc LL/TL
TC FORCe AxL BND CSI Plating spec : ANSI/'I'PT - 1995 is required, at 10'-0" O.C. or ]ess. TC Vort ]00.00 0- 0- 0 100.00 7- 9- 0 0.80
1-2 3086 0.37 U.35 O.G7 � 'I'I�1:; I�I:tiY��17 IS 'I'lll: t'�•.FII'(�:iJi'I? Ith::iUl:f UI' IiC V��tl. 11�.U11 0��0� I) 10.00 7- 9- 0 U.00
2-3 1103 0.32 0.35 U.Gtl . MU1:1'1PLLs LOAU L'ASl:S. . . .'1'yNa. .. � . ltia X.Loc LL/'!':L . . .
3-4 252 0.00 o.2d a.24 � TC Vert 542.0 �0- 0- 0 0.44
a-s o o.00 o.n o.i�
uc coKce nzi. i��n, c::i
6-7 U u.uu u.lo o.�u
7-8 -552 �0.01 0.09 0.10
B-9 -234 0.04 0.04 0.08
{1fB FORCE CSI wf[3 F'oNCE CSt
1-6 -35 0.01 3-8 391 0.21
1-7 -1255 0.37 G-B -222 0.06
2-7 -26B 0.04 A-9 7vn n i�.
3-7 -YU7 u.'Li .,�v 'ni u.�,z
Panel Lengths:
Std=1-4-12
1-2 1•7•12 2•3 2-5-4
� MAX DEFLECTION (span) :
� � m m m m L/999 IN MEM 7-B (LIVE)
m m � ,� � m m � L= -0.01" D= -0.01" T= -0.02
�v rv v �b i: MAX DEFLECTION (cant)
' - - L/�00 IN MEM 6-7 (LIVE)
2-5-4 L= -0.03" D= -0.01" T= -O.OG
0-1-8 � 2-0-4 =___= Joint Locations =____
1 0- 0- 0 6 0- 0- 0
� � � 5 . 2 2- 0- 4 7 2- 0- 4
3 4- 7- 0 8 6- 0- 8
542# a 6- 0- 8 9 7- 9- 0
5 7- 9- 0
4-5 3-4 3-G 3-4 1.5-3
I I
1-4-0 1-4-0
1 - -- �
3-4 3-4
1.5-3 TIE 1.5-3 TIE
1=10-��-10 3-4 O. .
v v v m m m
mm m � � �,
v ,�
' F 7-9-0
2/14/2002
All plates are 20 gauge Truswal Connectors unless preceded by"18"for 18 flaugo or"H"for 16 c�auc�e. Scale:21/32"=1'
WAI�NING �z«,���,u��o<<���„��,;s sn«,�,,,��,�,��<<,��,�,�of it 10 tl�e Ei•ecling CoiN�'ac1w�. Eng.Job:.E.1. WORK ORDER#
E n g i n e e re d �',�5 dCs�6°�5�°��°�°��°;d°°'b°�'��°6�°m�°C°,nui truss rystem II has becn based nn speci6cations provided by ihe comFwnrnt manufacturcr Chk:RM 63473
and done in accordance wilh the cwren�versions of TPI anJ APPA devgn standarJs. Nu res{wnsibiliry is assumed for dimtnsional accmacy. Dimensi��
arc�o bt veri�ied by the com�wnem mauufanurer:m�Vor builJing Jesigner prinr io fabric;�tion. l�he building designer musi ascennin�hai�hc lo�ds �sgnr:RP
B u i I d i n g milizcd on ihis dcsign ineei or escreJ thc IuaJing imposed by ihe lucai building axlc anJ�he pmii�ular applicaiion 1'hc dcsign assumes ihai ihc top ch�d TC LIVO 40.00 PSf DUfF0C5 �=�.00 P=1.0�
C o m p o n e n ts IS IJICIJIIY I�IJCCt�I�Y IIIC fOOI OI'Ilour shca�hing and thc buuan eliord is Iaicr;Jly binccd by a rigid shcaihing matcrial Jircctly mlachcd. unlcss oihcnvis
noied Uracing showu is for laier�l sup�wiq o(components nxmbers only io rcduce buckling Irngih. This component shall nut be placed in any TC Dead 10.00 p5f Rep Mbf Bnd 1.15
environment that wiil cause ihe muis�ure cunicni of the wooJ io esceed 19'%�aniVa�-c�use conncaur plaie con�osion. Pabricme,handle,install BC LIVC 0.00 p5f O.C.SpdCiOg 2-0-0
. . � and bracc this truss in aceordance wi�h the lollou�ing sianJards 701NT DL:fAILS'by 17uswal,'ANSI/TPI I','\VTCA I'-Wcwd Truss Council
of America StandarJ Ucsign Responsibilitirs,'IIAi.'DLING WSTALLING AND IpNCWG MGI'AL PLnTG CONNt.C'fGU\VOOD 1'RUSSGS' BC Dead 5.00 psf Deslgn$pec TPI
. 146 W05IlIf1Q20f1 AvB.S. - �(I IIB-91)and'IIIB-91 SUMMARY SIIGGI'by'I NI. l�he'I�russ Plaic Instiiute(TN4)is located at U'Onolrio Urive,MaJiwn,\Visconsin 53719.
� Hopkins�MN 55343 (612)935-4902 The American Foresi and 1':yx�r Associatiun(AfPA)is located at I I 1 I I')th Streei,N\V,Ste 800,\Vashingmn,DC?003G. , TOTAL 55.00 p5f Seqn T6.2.10- 62714
Job Name: STEVE HARRIS Truss ID: C2 Qt : 2 Drw :
BRG X-LOC HEhCT S�ze k�:9'i� •I'C � 4x2 SPE' Nl/N"L-CIW ]f ri9id shea[hing is no[ directly attached UPLIFT REAC'f70N(S) : .
i 1- B- o 121� 6.uo•� 1.�0�� ��� qx2 SPF' N1/N2-CNJ � to the boctom chord, adequate laCeral Support -100 lb
2 7- 2- 8 230 1.56" 1.',U" WEB 4x2 SPF STUD-CAN bracing may be required (by others) . For ----------LOAD CASE ql DESTGN LOADS ----------------
2-Ax2 SPF STUD-CAN 2-7 floor applicaCions, 2xG atcongback bridging Dir L..Plf I..Loc R.Plf R.Loc � LI./TL
TC FORCE A%L 8ND CSI Plating spec : ANSI/1'YI - 1995 ie xeyuired, at 10'-0" O.C. or less. TC VurL � 1L0�.1��1 0- �p .U� I1i0.1'�; �7- 3- 4� ��.d0
14 802 0.23 0.30 0.53 'I'IITS DF.SIGN 7S 7'HE COMPOSITE. RESUi.I' OP BC Vert 70;00 0- 0� U 10.U0 �7- 3- 4 0.00
Y-3 B14 0.74 0.70 n.SA Ptul:l'IPI.P: L��AII t]l�S4:S. ..7'Yl�u. . . . Il,u� .�.i.���� LL/TI. .
:1�4 -lUG U.I�Ii i/.:'1 U /� '!'l: Vut't :�4:.0 � U U U U.�G
C-5 0 U.UU u.11 U.11
BC FORCE JJ(L BND CSI
6-7 0 0.00 0.09 0.09 -
7-8 -383 O.OG 0.00 0.11
B-9 186 0.05 0.0G 0.09 �
NEB FORCC CSI M'EB FORCE c:51
]-6 -31 0.01 3-B 285 0 15
i-� -iooa o.ae a-�{ -u,, u un
z-� -2ea o.o� A-`f -23(. U IU
3-7 -772 0.25 5-9 -7N O.u2
Panel Lengths:
Std=1-4-12
1-2 1•2-0 2-3 2•5-4
MAX DEFLECTION (epan) :
�� � o a L/999 IN MEM 7-8 (LIVE)
� v ~ � m L= -0.01" D= 0.00" T= -0.02
p v -. vi .- � MAX DEFLECTION (cant)
� L/999 IN MEM 6-7 (LIVE)
2-5-4 L= -0.02" D= -0.01" T= -0.02
�"�-� �'6'8� ____ ____
= Joint Locationa =
1 0- 0- 0 6 0- 0- 0
� , .� S 2 1- 6- 8 7 i- 6- 8
3 4- 1- 4 B 5- 6-12
�z# 4 5- 6-12 9 7- 3- 4
5 7- 3- G
3.5-4 3-4 3•4 3•4 1.5-3
� �
1-4•0 1-4-0
1 �
3-4 3-4
1.5•3 TIE 1.5-3 TIE
1•5-0 3.5-8 3-4 0
m cn �t .�'-. m tit
.n u� y y� m
a in
7-3-4
2/14/2002
All plates are 20 gauge Truswal Connectors unloss precedod by"18"for 18 gaugo or"H"for 16 gauge. Scale:11116"=1'
Wf��IN�I Rear!al(noles ar tliis sheet anrJ�ive a co��p oji(to Ihe Erecling Caif�'aclo�'. Eng.Job:.EJ. WORK ORDER#
E n g i n ee re d This design is for an individual building compunent uot truss sys�em I�has�en hased on s�xcific.niuns pruvided by the componen�mm�ulac�urer Chk:RM
and dune in accord:mce with�he cwrent versions ul'I�PI anJ AI'PA design scmdards. No res�wnsibility is assuineJ for diincnsiunal accuraty. Uimcnsii 63473
Y1 efC 10 bC Vl'fIGC�I IJy IIIC Co01�On1'Ili n1an4l��Clul'l'I'and/or builJiug devgner prior lo f�bricaUon. 1�hc building designer must ascenain th:�t the loads �sgnr:RP
BU I I�I 1 1 g . wilized on�his Jesign mect or eaceed the loading imposed by the local building caie and thr panicular application. The desibn assumes Ihat the top ch� d TC LIVB 40.00 pSf DurFaes L=1.00 P=1.00
C o m p o n e n ts 's laierally braced by�he rooFor(loor sheai6ing and ihe bouom chord is laierally braced Ly a rigid sheathing maierial directly attached, unless otheiwis
noted. Uracingshown is(or lateral suppa�of components membere only�o reduce buckling leng�h. This com{wnrnt shall not be placeJ in any TC D@ad 10.00 p5f Rep Mbf Bnd 1.15
. enrironment lhat will caiue the moiswre coment of the wooel iu excerd 19'/andlor cause cunnccior pla�e coirosion. Fabricair,handle,insWll BC Llve � 0.00 psf O.C.SpaCing 2-0-0 .
and brace�his truss in aceordance with�he(ollo��•ing smndards�. 701NT DL'L111.S'by'fruswal,'ANSVTPI 1','WTCA I'-�Vood Truss Council
' � � o(Ameriw Smndard Dcsign Res�wnsibilities,91ANULING INSTALLING ANU l3RACING MGTAI.PLATB fONNfC�1�8D 1VpOD TkUSSGS' BC DeOd 5.00 p5f Design Spec TPI -
146 W05hIfIglO�AVe.S. -(Hlli-91)and'HIf3-)I SUMMAkY SIIG87'by 1'PI. �I�IIC�I IlISS PIJIC Instimie(TNI)IS IOCBICd�I D�OOU�1'10 DIIYC,MJlI6U11�WISCOIl5111 S��I9.
HOpkins�MN 55343 (612)935-4902 The Amerit�n Purest snJ Paper lssocia�inn��V�PA)is loc:ued a�I I I I 19ih Sirer�,NW,Sic 800,Washingwn,UC 200}6. TOTAL 55.00 ps( Seqn T6.2.10- 62715
° . - .
�Job Name: STEVE HARRIS Truss ID: C3 Qty:___ 2 __ Drwc�_� .
- ------ --- -- --_ _ - - ---- -
ul.rJ � r-u�c: i��,i�:i •,i•r.}: ii��•i �rr, nn:• t•P; Ni/u�� rhi� ir � i��i�i ui il�i��� in i,��i i ��� iy nit.�,�i��,�i U��i.ii�r iin �ri�n,�.�l ' . � .
1 1- 2�� 2 lUv/ � Uu" I. ,u^ . IfC� � qx:' S!'I�' II1/II�. CAN � L LI�� L�uIL!m chut.il, aiiuyu:il...1.�Lae�.-al � Sup��crl :' -�{tl ll�
2 6- 8-30 255 1.5G•' 1..:U" yn;� � Qx2 -SPF STUU-CAN � bracing m.ry� be requirad (by oChnrs) . For� - �. - -- LOJ�D 'CASE ql DESIGN LOADS ----------------
2-4x2 SPF STV1�-CAN .2-7 flooc applications, 2x6 sCrongbick bridqinq Dir � �L.P1f � L.Loc � R.Plf A.Loc LL/T1.
TC FORCE AxL BNp CSI Plating spec : ANSI/TPI - 1995 is req�i.red, at 10'-0" O.C. or less. - TC Vert 100.00 0- 0- 0 100.00 6- 9- 6 0.80
. 1-2 529 0.15 0.28 0.43 THIS DESIGN IS THE COMPOST7'E RESULT OF BC Vert 10.00 0- 0- 0 10.00 6- 9- 6 0.00
2-3 Sd0 0.16 0.28 O.dA � DfUI..TIPI�E L.OAI? CASES. ..Type... lUs X.i.oc LL/TL �
3-A -220 0.00 0.13 0.23 � 1'C VarC 542.0 0- 0- 0 0.4G �
4-5 0 0.00 0.11 0.11
BC FORCE AXL GND CSI .
6-7 0 0.00 O.OB 0.08
7-8 -223 0.06 0.07 0.13 - �
8-9 218 0.06 0.04 0.30
W6B FORCE CSI WEEi FORCE CSI -
1-6 -29 0.01 3-8 1B6 0.10
1-7 -780 0.22 0-8 -�9 0 02 �
2-7 -233 O.U3 4-9� -'l77 u VB
� 3-7 -636 0.20 5-9 -79 0.��2 � .
Panel Lengths:
Std='I-4-12
1-2 0-8-2 23 2-5-4
� o m rv Q MAX DEFLECTION (apan) :
o m ia L/999 IN MEM 7-8 (LZVE)
� m � `Q '� `a m 9' L= -0.01" D= 0.00" T= -0.02
� "' MAX DEFLECTION (cant)
L/999� IN MEM 6-7 (LIVE)
2-5-4 L= -0.01" D= 0.00" T= -0.01
0•1-8 � 1-0•10� ____= Joint Locations =____
1 0- 0- 0 6 0- 0- 0
1 - ' � 5 2 1- 0-10 7 1- 0-10
542# 3 3- 7- 6 8 5- 0-16
4 5- 0-1G 9 6- 9- 6
5 6- 9- 6
5.5-4 J-4 J-4 3-4 1.5-3 �
1-4-0 1�q-0-
3-4 3.q
1.5•3 TIE 1.5-3 TIE
0-11-2 3.5-8 . 3 q 0- -
� m q '� v in
o � m m ci oi
a �+ �b
6-9-6
2/14/2002
All plates are 2U gauge Truswal Connectors unless preceded by"18"for 18 gauge or"H"for 16 gauge. Scale:3/4"=1'
Wf��ING Rend n!l�tores ai tliis sliee�nnd give n copy ojr�[o�lre Erec�ing Con[i•ac[or. En9.�ob:.e�. wORK �RDER#�
E n g i n ee re d This design is for an individual building component not truss sys�em It has becn based on specifications provided by the component manufacturer Chk:RM
and done in accordanee wi�h the currem verswns o(TPI ond APPn design s�andads. No res�wnsibility is assumed for dimensional accuracy. Dimensi L 63473
- ' .��•�^he veiifieJ by�the com�wnent manu(acturer and/or building Jesigner prior w fabrica�ion. The building designer must ascenain that the Ioads USg(If:RP
B u i I d i n g ���lized on this design mee�or ezceed ihe loading imposed by the local buildinti code anJ Ihe patYictJar applicaiion The design asswnes that the�op chi d TC Live 40.00 psf DurFaCs L=1.00 P=1.00
is larerally braced by the roo(or Ooor shca�hing and ihe bovom clwrd is laterally braced by a rigid shcathing material dircc�ly attached, unless otherwis
C o m p o n e n ts nottd Hracing shown is(or la�rral sup�wrt of crnn�wncnK mcmbers only tu rcducc butkling lenglh This componcnt sholl not be placcd in any TC Dead 10.00 psf Rep Mbr Bnd 1.15
environmrnt�hat will cause the mois�w�e cuntem nf�he w«�d io ezceed I'�'%�and/or cause cunnec�or plaie con�osian I'abi iauc,handle,install BC LivB 0.00 pSf O.GSpBCIfIg 2-0-0
� and bratt this�nas in acwrdance wi�h thr G�II�����ing siandarJs. 701N f DGT�I LS'bv l�ns�„d,'A N;1/'I'PI I','\V7('n I'-WoaJ Truss Council �
ofAmc�ica Slandard Design Responsibilitics,'l1ANDl_ING 11�STA1.1_ING ANU ISli,�i i�:t,�tfil AL I'I.ATf;CONNIi('�I'I:D WOOD 1�RI�SSGS' BC Dead 5.00 p5f D051g�SpCG TPI
146 W05hingtOfl AVB.S. -(fllU-91)and'1110-91 SUMMARY SIIGC7"br 1'P�. 'fhc"iruss Flatc Instinnc(l'I'p is I�xatcd m IYOnofrio Urivc,�1aJison,Wisconsin 53719.
Hopkins,MN 55343 (612)935-4902 The American Forest and Paper Associalion(APPA)is locaicd;u i I i i i�d,sveci.Nw,S�c soo,w;�shin�iun.U<'zuoao TOTAL 55.00 psf $Cqn T6.2.10• 62716
;Job Name: STEVE HARRIS Truss ID: C4 Qty: 2 _ Drwg__ _
- —--------- —__ _-- --- -_— — _ __ — --— --- — - -- ---
I ph�f I IIn; f•rni I' ',nl:[ 1,[.. i. .I� � �x; rll'I' XI/H. /.11 Ir i I� t nl,..�ll�l��.� ,� .I �Il�o� � I/ -,�.1�...1 Ii���l� � hr�l'.'lll I I:. il�ill I.��hl�u �
1 n n i in. ,In: :U�i� III/li. .hi� � i„ il�. I,��ii� �J��-� 1 .,,I..��n.�i., I.J.. .�I i�i� I. ��Ir� 1. 1.�, H.I�11 Il.ln��: Id�/'I'I,
` Y o : 14 !7u l.b�," /.bu Wh:il � 4x:' S1'P� :i'I'lll� �'AN I��.iciin� m,ry liu �uyu��u�l (lry ut.l�uru) . I��,i 7'C \'.-it . IU��I�.UU li� U� U lUU.UO b' 3'lU O.UO
4'4x'l� SPP ti'ffl��-(:NN l�!� . Cloor a�+�+I�c:�Ciun�, 2x6 atrongl�:�ck lui�G�iny �IfC Vi,il IU.UU 0- U- U 10.00 G^ 3-10 0.00
TC PUHCE NCL HNU i'si 1`IaClny Upuc : AN:i1,I'I'I'1 . 1'J��!� '. . . it�� ru��iuru�l, al 10'�0" O.C. ur luuu. .'I'Yl�u. . . Ilrti X L��r I�I.I7'I,
1-4 0 O.OD U.PiI n :'H � 'I'lliti .I�I•:7i1(;IJ IN '1'IIN. L'uMPO:ii'I'I? ItlitilllJf ul.. ,PC Vu�I. ',4;.II U U U U.Qq
2-3 �31U O.UO U.IU u .•'+ MUI:1'II'I.I: LUAU I:A:i1�;5. �
3-C 0 0.00 o.i2 0.11
BC F'nN(:E AY.1. I117f1 ":i .
!�-(� JUU U.�� fl.11'/ !i' I II
6-7 302 0.09 U.OG U.16 �
WEB PORCE CSI WEB FORCE CSI
1-5 -717 0.05 3-G 100 U.u'�
2-5 -422 0.1G J-'I "i��.7 u.l i
2-6 -93 0.03 A-7 -��U U.u7
Pancl Lengths:
Std=1-4-12
1-2 2-6•2
ti m m f„ m m MI,% DEFLECTION (span)
. u� n ¢� r L/999 IN MEM 5-6 (LIVE)
� v �n L= -0.02" D= -0.01" T= -0.03
�_q_tf 1 - J�+inl LocnUunu ____'
i o- o- o s o- u- u
3_7-10 � A-7-2 � 2 3- 1-10 6 4- 7- 2
3 4- 7- 2 7 6- 3-10
� i a 4 6- 3-10
542#
6-6 �-4 a-q 1.5-3
� 1-4-� � 1•4-0
3-4 3-4
1.5-3 TIE 1.5-3 TIE
0
0- -
fv rv m m
n n m �
a a :. �
63-10
2/14/2002
AII plates are 20 gauge Truswal Connectors u�less preceded by"18"for 18 gauge or"H"for 16 gauge. Scalo:13116"=1'
{'�f��IN�i Nenrl n!/iio�es on Niis sheet anrlgive n copy ojir ro rhe E�-ecn�r�Co�,n�ncro�•. E"g.�°�:.E�. WORK ORDER#
E n g i n ee re d This design is(or an individual buildinb componem na truss sys�em I�hu Ixen based on specifications provided by the com�xment manuf�cturer Chk:RM
anJ done in accordance wiih�he cun�e n vervons o(1 PI�nd AfPA dis'{n si��1 irds. No responsibihly is asswne 1(or Jimenci�nal nicur,u� ���,,���<;� 63473
. � � . • � arc.lo he veriGed Ly�hc componrnl ui nuL�c�wer�i I.� i,.dld f���,.u� i i I�b�� n n The I udJ i f, I;�F e�muvl a��inam th.n t.. �...'. , .U�qn�:�RP . : � - . .
BUt�C�{t1C� : _- ------- — -- _ :;
--._ utilized on this dengn meet�r excreJ�hc IuaJing nu�h�si�J I•y uir luc,il l�uJdmE�,.'.5 ..I� �pani.ul u.q pLcafun i be del�gn vv���•s w,n d�c 1up ch� �d TC Live 40.00 p5( DufF0C5 L=1.U0 P=1.UU
� is Imerally bmced by the ra�(ur Iluui shcathing and�hc lwuom churd is laiu�ally braceJ by a rigiJ sheathing materml dni•,:dv��nt,�ihid, unlas udienvis �
C o m p o n e n ts noled f3racing shown is for lateral support of componems members only lo reduce buckling Ienglh This tom�wnenl sh:dl nut be pinced in any TC Dead 10.00 PSf RO�J Mbf Bnd 1.15
� environmrnt�Imt will cause�he moisiure content o(ihe w�x�J io exceed 19'%andlur cause conneaur plaic wirosion Fabricate,handle,install BC Live 0.00 p5f O.C.Spaeing 2-0-0
aqd bracc ihi5 iruss in accurdnncc wilh Ihc fulluwin�t sianda�d�. �7OIN I I)P"fAII.S by l�ruswal.'ANSI/I�I'I I','WTCA I'-Woal l�nas Council
ol Arnciica Smndard Ucsign Rcsponsihilitics,'IIANULiNG INS"fnl,i.l^n�nNU ISRACING MGTnL PL�Tf CONNIt('�f1:U���uUU 1'RUSSI:S' BC Dead 5.00 p5f DBSign SpeG TPI
146 Washington Ave.S. -pliii-ol�and'lllit-�i SUt.�tMnitv Sniii:l'by TI'I I lic'I russ 1'laic luslimii(I I'I)is locaicd ai I)'Onuliio 17rirc,MaJison,1Viscunsin S171��
Hopkins,MN 55343 (612)935-4902 Thc Amcrican Pu�csl anJ Yaper Ass�xruinn(nPPA�is IucaicJ ai I I I I 19ih Strcci,N W,tiic BOU,w:�,I�in�;an,,uc'2oose TOTAL 55.00 PSf S@Grl T6.2.10- 62717
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wm ENGINEERED BUILDING COMPONENTS C0. -�� �' =
STEVE HARRIS ADD'T oo r'-'-
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�1� (952) 935-4902 (800) 245-7085 SCALE: 1/4'=1'-0' CATE: 2/20/02 -�� �� .
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TO ACCONMODATE PLUMBING/MECHANICAL, STAGGERING OF SUB-FLOOR OVER GIRDER IS RECOMI�ENOED.
ADDITIONAL TRUSSES REQUIRED WILL BE AT AVOID PLACING SU9-FLOOR SEAM ALONG AREAS WHERE TRUSSES
THE CUSTOMERS D(PENSE (NOT EBCO). ARE PERPENDICULAR TO EACH OTHER. FIL E N A M E
fHIPPING TIME FOR SAID TRUSSES WILL AVOID PIACING THE SU6-FLOOR SFAMS PARRALLEL WITH G z ,q
BE APPROXIMATELY 2-3 DAYS FOLLOWING THE FLOOR TRUSSES. PERPENDICULAR PIACEMENT RECOMMENDED. �.3 J `-�-� �
AFPROVAL FROM PURCHASING AGENT.
� DESCRIPTION �—� r�.���
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y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
� ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
_ ❑ PLUMBING RI ❑ SEP FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:� YES_NO
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V EFORECOVERING PERMANENT
�CORRECTUNSAFECONDITIONWITHIN HOURS. i� pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR -� CITATION ISSUED
C'i INSPECTION REQUfRED.CALlTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� Z49-4600
OwnerlContractor on site:
Inspector. (�;� `
White Copyllnspector's File Canary Copy/Site Notice
" DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTIC� scHEou�E� �'' "��% ,'vU. �
PERMIT NO. f� � COMPLETED '�Y"�''
ADDRESS J"`L�_ X
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TELEPHONE N0. � S�� C��v /�.5�^
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01 FOOTI G �' 11 MECH ICAL RI 18 EXCA�//GRADING/FILLING
� G 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTOH TO MEET YOU:_YES_NO
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INSPECTOR WILL RETURN ❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
{/ DATE TIME
CITY OF ORONO � CALLED IN
INSPECTION NO // SCHEDULED � _��
PERMIT NO. y Lf COMPLETED � �
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TELEPHONE NO.
� DESCRIPTION
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Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPIACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMWG (. 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 24�'
OwnerlContractor on site:
Inspector. �=�����- Cf�� �� �
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� �� � � ' ► CERTIFICATE OF SIJRVEY
°`� � ��� DESCRIPTION OF RECORD
/O LEVATED ��\
O' ����7_t ' I TRACT P, R.LS. N0. 461, TOGETHER WITH PART OF LOT 103, SPRING PARK, HENNEPIN COUNTY, MINNESOTA
TOP NUT HYD
/� DECK � \�HW LYING EASTERLY OF A UNE DRAWN FROM A POINT ON 7HE SOUTHEASTERLY UNE OF LOT 102
s51.2ot DISTANT 45.0 FEET SOUTHWESTERLY OF THE MOST EAS7ERlY CORNER THEREOF,
pp �6� � TO A POINT ON THE NORIHWESTERLY LINE OF SAID LOT 103, DISTANT 24.50 FEET FROM THE
SET SPIKE � MOST NORTHERLY CORNER iHEREOF, AND ALSO LYING NORTHERIY OF A LINE DISCRtBED AS FOLLOWS:
03 -rF� n n-r » > COMMENCING AT THE INTERSECTION OF LAKE MINNETONKA AND THE NORINERLY UNE OF TRACT 'Q�
I �nv �
\ �_ �� � R.LS. N0. 461; THENCE WESTERLY ALON� SAID UNE TO THE MOST NOR7HERLY CORNER 7HEREOF;
h �_S � THENCE DEFLECT LEFT 19' 17 MINUTES TO THE WESTERLY UNE OF SAID LOT 103
\ `` � WD-FRAME � — lost � TOGETHER 1M1Fi THAT PART OF ADJACENT VACATED CENTRAL AVENUE
BITUMINOUS �Q h O� .��� 983 � p� TO OHW — � �_ �� '; �,�,�. �� r, r
\ � � 33 'I I_OT COVERAGE: , •- r. �c��
.�/ p. � �o� a�. , � -r� ,<:°
�R' � ^ �'� 33 �� �. � 6955 SFf EXIST. HARD SURFACE COVERAGE S ti`'�
� o J� �I \s e o ^ O G(/ � �I ` (E X C L U D I N G S O F Fl T O V E R-H A N G d c PUBLIC STREE T BITUMINOUS) �� 3 ,�r �,�-
� J A� � �, �� D I I LESS HARD SURFACE IN 75 SETBACK TO OHW=O SFf � ��;�� , , r '
��?�ss3 0� \ a2�/� � �9, �I � NFT HARD SURFACE COVERAGE: 6955f S.F.=, �y, _ �
+� � � °` � �°`'` .`°`' "�o' � I �- ��,SS - iy�1��- SSIS
�� '2S � TOTAL LOT AREA: 34,025 S.Ff (TO O.W.H.)
���DchO 2948 � � ��� ,��,6 I I LESS PUBUC STREET (BITUMINOUS DRIVING SURFACE ONLY)=-1525f S.F. �"o'�'°^'� `l�t - r,,
Dc �, � Y + I LESS AREA IN 75 SETBACK TO OWH) 8550 sff j�- C.
0 �1 'w I � NET LOT AREA: 23950 S.F± � o�- �
�� +°` EXIST J� coNc �.
.�o� 1_S W s 9 .yti�' I I NET % HARD SURFACE COVERAGE OUTSIDE OF 75' SETBACK TO OHW: 29.09e t ----
��'� � \ WD-FRAME �a � �r '(''�
+`'� o � +� ��`':'` I ` LAKE MINNETONKA 100 YR FLOOD, ZONE AE - ';;`i' r - Z��� =l l� 'r��
\ I� O.H.W. ELEV, LAKE MINNET ��'0 NGVD1929 �� �_ � �
^ TRACT "Pn PROPOSED /
� R.L.S. 483 ADDI110N ,�.,°` � (FROM MN DNR)
� � � � � � �W,��� ��TY 0� 0� � _ �
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1 ST L VE N FLO R=948. 7t � �I '
W � BMT I FL00 -939.84 ��'` o +�y�� � � I i L� f���'f��ti��� �^J� � �J�: �
J / N � �-� �� y�� �,� �T �
,�h1 BITUMIt�US L ��y� �� TO SETBACK 93t _ _ _ _ +� � LEGEND I ! r�����j�j� �` -` j
.
� � 5 _
_ __ _ __ ____-
W _-- 12,p 100 YR FLOOD 0 PROPOSED ADDIP� : Z D � �� , LLw-- �
LOT -� 1 0 3 =� � � --
� TO SIDING +�o� I }�h6 CI� $,�A = ➢ • IRON MONUMENT FO�1t��r`; ;-' l• 2°I - � Z
� N o X � I � � IRON PIPE SET E---- Y --'
�, / .yw1 < V'! �c�I� C (Tl � . 2 NtQ STurLc� 1��� ^
� � a'`� �' 6 n � �I� ��I� m ` X42.0 SPOT ELEVATION
� � WD FRAM E o��b �� �;�? �'�� o X Z g �ip�� � 1 7'- ELEVATION DATUM USGS 1929 Q • � '� 1 ����
�`D ml� �� z C. 43 X 10 �=�,��r�.
� � _ GARAGE i-� v'I o o �
_ /'' � � o ^' i 1 � � , �z xZS
n N �
BEARING SYSTEM ASSUMED
m ` � \ �° � +�ry '� I� z
� r� � � m �_ 'h WD SHE � � �
v � � �° °`�y 84'$2 ONUMENTE� .�° I � ➢ SCALE IN FEET
S�t� »�Y lN. TRACT "P� AS µ
AS S s , I
. � p E 107•94 9 �ME � � � ��-,; � 3� 56'� � 1 � 0 3o so so
I 414 5 r..�_..:. ��� „ E �1
8 � n l Revised 12/10/01: Add Adjacent Houses; Revise hard surface calcs; etc
» �o ``�•94 �A♦ A 1 I Revised 12 28 01: Add elev. deck North property
T R A C T A I �r►E R e v i s e d ��0�2: A d d e d d e t a f l s t o decka North h South of pro pert y, eliminate part hard-surface;
�? ry�� � � � recompute harsurface coverage
I LOT Wp-FRAME �� "'� S T E V E H A R R I S
GAR /�0 31*
I � 2 9�� C A S C O P O I N T R O A D �"� �t "'�::
I�OTE:THIS SURVEY IS FOR THE SOL BENEFIT OF �2t WAYLATA, MN 55391 �� � �l�� .�
113t TO JHy✓
THE INDIVIDUALS, �CORPORATIONS, AND/OR PA D THEREON. — - - _ � 952-955-3546 735
� I
AND STANdARD OF WORK FOR SURVEYOR BASED UP �_S � � I
"NORMA�" STANDARD OF CARE REQUIRED BY LAW WD-FRAME x o I I HEREBY CERTIFY TNAT THIS DRAWING REPRESENTS
� I I RE BY TH E UN ER MYE IRECT SUPERVISION �
� / ' — _ 99t':f0 OHW _ AND I A D Y ENSED PROFESSIONAL SURVEYOR
_ — � i ER E OF THE STA1E OF,M NNESOTA ��qHD SURVEYING •LAND DESCRIP110NS
C 2001 SURVEY APPING SPECIALISTS I I �� ��v "J�� •carsrnucnor+ srn�ciNc •SUBDIVISION PLATS
O KENNET}i G. HOL.MBECK DAIE: ra�� �2�-mn F�vc azo)e�-mn
REPRODUC N Pf���ITED I MINNESOTA REGISTRATION N0. 18890 ��o(na)24�e-mn s,wK�rt�os w�sean
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