HomeMy WebLinkAbout2007-P11132 - new home ` PERMIT
CITY QF ORONO Permit Number:
2750 Kelley Parkway- PO Box 66 P11132
Crystal Bay, Minnesota 55323 Permit Type: New Structure
(952) 249-4600 Date Issued: 7/18/2007
SITE ADDRESS: 3180 North Shore Dr Unit#
Wayzata,MN 55391
PID: 09-117-23-32-0009
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential Census Code 101
Permit Class: Building
Permit Type:
New Structure Permit Sub-type(s): New Home-Single Family
DETAILS:
Approved per resolution#:
Separate permits required: Plumbing Mechanical Fireplace Sewer Connection Irrigation Well(state)Electrical(state)
NOTICES/REMARKS:
FEE SUMMARY: PernutFee: $ 5,186.00 valuation: $ 911,000.00
Plan Review Fee: $ 3,370.90
State Surcharge Fee: $ 460.00
TOTAL FEE: $ 9,016.90
APPLICANT: Stonewood Design Build OWNER: Jon&Janene Heidorn
7407 Wayzata Blvd 3180 North Shore Dr
Minneapolis,MN 55426 Wayzata,MN 55391
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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LICANT P M[T SIGNATURE IS9 ED BY SIGNATURE ��
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
, '%�
Total Fee: $ �41G , /� DateReceived: lo/8'�7
Entered By: Permit#: R///3Z,.
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) OWNER O1�CONTRACTOR �
JOB SITE ADDRESS: �-I �� �Io��rj �l �-� � ZIP: S��R�
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home?
❑ yes ❑ NO If yes, a special event permit is required wilh Police Departrnent and City Council approval
60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates
sufficient on-site parking is available. Non-permitted events will not be allowed.
I
NAME OF OWNER: ��1 � .����,E �!� �r( PHONE: (home)
(work)
MAILING ADDRESS: �j���; f�„��� S(��p.� �ITY: �•��+�rZt�T,� ZIP: �S"�,q I
CONTRACTOR: ���.�� �;,�Jt�� LL� PHONE: �3sz--��17-SSziv
CONTACT PERSON: ��j� ►� ��r,n��u� MOBILE/PAGER: qSZ- 2.qZ - o z3
MAILING ADDRESS: 7�-c7�? �t��Y�7"A j3�.�"c�CITY: J�Il.�LS ZIP: �S �
STATE LICENSE: # 2��5�'j �3 j� EXPIRATION DATE:
ARCHITECT/ENGINEER: ��vL�I E C�A;��l� C�,Z�•, �PHONE: (��Z—Z�Co'T S 7�
MAILING ADDRESS: �I 2 1 n,�.i�i�a r�. ►ZD v✓ CITY: V�/(j)��ZIP: 5�,�
NAME: ��-�r� �.��� �l� REGISTRATION: #
TYPE OF WORK: New Home � Addition Accessory Structure
Move Home Remodel/Alteration (ie: Siding, Windows)
Any earth movement may require MCWD review and permits!
PROPOSED WORK(describe in detai�:
STORIES: � SQ.FEET OF EACH FLOOR: �;.�,T id�� i 3r �SSS 2�� z�SU
NO. OF BEDROOMS: � GARAGE STALLS: ATTACHED� DETACHED_
ESTIMATED CONSTRUCTION VALUATION(excluding tand): $ C� � � � C7C�C�
,
I hereby apply far a building permit and I acknowledge that the information above is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City and with the State Building
Code;that I understand this is not a permit and work is,�start without a permit;and that the work will be
in accordance with the approved plan. �
APPLICANT'S SIGNA / � DATE: � �
31
,�
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shLll be as set forth in this section.
Subd.2. Infottnation required to be given individual.An individual asked to supply private or confidential data conceming himself shall be
informed ot (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 azising from his supplying or refusing to supply
private or con5dential data;and(d)the identity of other persons or entities authonzed by state or federal law to receive the daYa.This requirement shal I
not apply when an individual is asked to supply imestigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer.
'fhe commissioner of revenue may olace the notice reauired under this subdivision in the individual income tax or property ta�c 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 shall be shown the data without any chazge 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 ofthe 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 immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date of the 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 public or private data
conceming himsel£ To exercise this right,an individual shall notify in writing the responsible authority describing the nature ofthe 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 data,including recipients 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 authority may be appealed pursuant to the provisions of the adminisVative 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
C'�tJ' State Zip Phone
I understand my rights as stated above.
Signature
i 32
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd. l. Type of data. The rights 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 to supply private or confidential data conceming 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 to supply
private or confidential data;and(d)the identity of other persons or entities 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 may place the notice required under this subdivision in the individual income tax or propertv 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 individua]who is the subject of
stored private or public data on individuals shall 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 additiona]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 subjec[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 immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date of the 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 public or private data
concerning himself. To exercise this right,an individual shall notify in writing the responsible authonty describing the nature ofthe disagreement.The
responsible authonty 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 data,including recipients 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 authority 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 fumish 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 applicatio or permit.
, , �
First Middle Last
'��G`� GZl T��Tt-J 1 J Llir--�
Add ress
���`Jl�JU-C/�S ��-��_��� � �o /�S�- ���S�� V
City State Zip Phone
I unders�nd my righ�s,as stajed above.
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.
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�-' ature
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� � 32
+` .., . . ��u" r.i ,,
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�CHECK OFF �IST FOR ISSUANCE 4F �E�'l�IITS
FOR OFFICE USE ONL'Y� � .
p�DDRESS OR LEGAL:
• � �'p /V�U f f7� �ShQ�P � �,�e
PID� .
JJESCRIPTI�N OF WORK: � --------
----------------
------------------------------
___------ pATE A.PP�OYED: I '
�OYT�TG RE��V 13Y: ' .
� • DA.TE APPROYED; �- �e -a��
�UIZDIrIG REVIE�4V BY: • • . �
k'EES TO BE C�T.A.RGEA' r� Misc. Fees Calculated By:
P��T f No _
AN REVIE`V � � Yes � No _ SE�VER C�i�iNEC�'ION _
PL Na tiVATER,CONNBCTIO�T
STATE SURCHARGE YeS � No ✓ PARK F�,E
INVESTIGATION FEE YeS No � SJTEINSPECTTON
SAC Yes - �
er of SAC•Uruts pA,=6 �rsg9 OTHER (specify) .
--Numb ------------------------------------------------------------�-------------------------------------------- �
ZOYL.�tG' CI�.CK LIST zoo.ing Districc: �
' Post Office: School District: • �
Fire Dep3rtment: . � �
Lot Area: Sq.ft. Acres . Widch '(d� DeP�
Survey Submitted: Yes
�o Date of Survey:
Proposed Setbacics': 22 h<-✓� , /� ' :
Froat ELake): � R�ide:
Rear(Street): �J� �Side: � ��
Ad;acent St:vctures; �'1 �'
tiVetl2nd: n�
r � �
Buildin; Hei�t: DeF. Hgt. Peak H;t. _�_ �
Lot Covera�e: �D
g Councii Approval Date: �i� _—
Gradi..na: Scaff Approval Date: y�� """�`�` —�
Szptic; Scaff Approva! Date: _' " � " �Y' �'`J�
'� q,�Resvlution: R Resolution Date: �S� 0�
Zoain� File: �Q�.�
Sho:eland Districc: �!COVE[2j2: D�C—
Avg. Se[bacc:: OlC �!�f`SetSack: l'1�
�ts��o Proposed
Haceco��er: G-7�' _______-- ��2 `f�`f���a�
7�-250' — � �
2a��-5���' 3 IS ( l l� 3 �
�����-�M� �
~f \;� \/ Ui:.l V: �Vt__.. nv: � -�• �----
�-r?-eca<<e� 'ti'z�:�c� Re.u�.:e�: .es YY.__ . ' -
r.L�L`�R��S r.Ln.ho��se):
,
SUILDING REVIE�Y CHECK LIST
UBC: l�• 3 ' CONSTRUCTION TYPE: �►VV
Sq Footaoe $Per Sq Ftg
' Basemeat � , . ,. X = � .
lst Floar � z • _ . . . . • .
2nd Floor x = � ' � �
Garaoe X = .
z =
TOTAL �
Estiznated Coastruction Yalue: $ Q 1 l,p Oc� e�
Inspections Required: �York Requiring Separate Permits:
5 ite _�Plumbiag Fire
� Hardcover Removal r(' Mechaaical Water Coanection
n Foating ' Septic �5ewer Coanection �•
' �C Fra.ming . � ,� Fireplace _�Lawn Iniga[ion
p( L�sutatiaa (Masonry) Other
DC �Vall Boazd o� (Nifg,) � Wetl (State Pecm.it)
� F�� Grading/Fillino _�,Electrical (State Perruic)
O[her
---------
REIVIARKS (IN HOUSE): � � .
REVIE�V BY OTHERS: DATE: -- ---------------------------
Access: Ezisting New •
Access Approval: Date &y; '
-----------------
REI�LARKS (TO EE NOTED QN PER1bIIT):
�
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REScheck Software Version 4.0.0
Compliance Certificate
Project Title: Heidorn residence
Report Date:03/17/07
Data filename:Untitled.rck
Energy Code: 2000 Minnesota Energy Code
Location: Hennepin County,Minnesota
Construction Type: Single Family
Glazing Area Percentage: 25%
Climate Zone: Z
Construction Site: Owner/Agent: Designer/Contractor:
3180 North Shore Drive Stonewood,LLC Eskuche Creative Group
Orono,MN 55356 7407 Wayzata Blvd 2012 Indian Road West
Minneapolis,MN 55426 Minnetonka,MN 55305
952-697-5590 612-296-7575
kevin@stonewood.com ecg@mn.rz.com
. . �� . .
..
s
. . �..
Ceiling 1:Flat Ceiling or Scissor Truss: 2463 57.0 0.0 59
Wall 1:Wood Frame, 16"o.c.: 4521 22.0 0.0 182
Window 1:Above-Grade:Wood Frame:Double Pane with Low-E: 841 0.310 261
Door 1:Glass: 308 0.310 95
Ooor 2:Solid: 72 0.134 10
Basement Wall 1:Solid Concrete or Masonry: 1062 23.0 0.0 39
Wall height:9.0'
Depth below grade:8.0'
Insulation depth:9.0'
Basement Wall 2:Solid Concrete or Masonry: 1526 10.0 0.0 82
Wall height:12.0'
Depth below grade:11.0'
Insulation depth: 12.0'
F�oor 1:All-Wood Joist/Truss:Over Uncondi6oned Space: 732 38.0 0.0 19
Air Conditioner 1:Electric Central Air:13 SEER
Fumace 1:Forced Hot Air:94 AFUE
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to t the 2000 Minnesota Energy Code
requirements in REScheck Version 4.0.0 and to comply with the mandatory r,dquirements listed i e RESc ctio hecklist.
r ,� �',/����
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me-Title k�re��-�`�� Date
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Heidorn residence Page 1 of 1
�. � J {Q.;.� �,`f ��RA�E = 908 SF • ���� �. ��E�v�,� �(Z.
,f .; DRIVE = 130Q SF .-
�� 1NALK = 70 SF �
�4 r: � p � r-
�`;'� ' �`� ° ^`� . �`��' PATIO/DK= 446 SF t c�2dV � �O�rvC�
. � ,, —
� g�• �
;�� ti�� �; , ,�����;`� TOTAL — 4250 �F RECEIVED
�. 6 a* ..6$ � , � ;. �: , (24.4% OF LQT AREA�
f A�. � rh' .�. ~:�` r%: <11 Q SF NOV � 4 2007
: �r � a .1' /
'��� �` � -�h ' CITY OF ORONO
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COUNT'�, MN. .��,,,g � J,�.�.�r :��.<, ���� , ,,�=�` ,
VERIFY ALL SETBACKS WITH CITY • a�r ' ��F�c�.; \ 25--� r -`• ,f,�``r
Onfy ••,. �..� a� 9,.y�..�.. ,� -`f,
VERIFY ALL DIMENSIONS AN� � �� � � .�� '
ELEVATIONS WiTH ARCHITECTURAL PLANS � �__ --'""� °��;��`��- �
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6440 FLYING CLOUD DRIVE �
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"TRUSS PLACEMENT PLAN" ". � "�_�
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24'DEEPROORTRUSSES ---- ---" �-�'_Q_O"
�GARAGE _ _____ -__"- �^� ':1�-�-Z,.
: -�� STEElO�M�-- —
Automated Building Components, �flC HE S DORN SALES REP: ABCD WO#: M72859F
DVE DATE: 07/19/2007 SCALE: 1^=9'-O-O•'
�OOZlPIIyI'AVQflUlSOYLII STONEWOOD DSGNR/CHKR: MOB / ABCD Date: 8/24/2007 13:23
Nbntrose,MN 553b3
31 H O NOR'�'HSHORE DR TC LivE 40.00 psf DurFac-Lbr . 1.00
Phone: (800)248-4047 TC Dead 10.00 psf DurFac-Plt . 1.00
s Fax: (763)675-3522 ORONO� MN ac nive o.00 psf o.c. spacing: 1- 4- O
§� ,
:-'�+� HC Dead 5.00 psf Design Spec: TPZ �
:v E. __
"SETTfNG THE STANDAROS FOR QLIALlTY ANU SERVIC£" T o t a 1 s s.o o p s f #T r/1k C f g: O i o
z
i Job Name: HEIDORN Truss ID: G34 Q : 2 JID: 339780
BRG 7(-LOC REACT SIZE REQ'D TC 1 � 4x2 SPF C1650F1.SE 1-9 +++ +++++ ++ + +++++++++ ++ --LQ4D CASE R1 DESIGN LOADS -
1 0- 1-12 6316 3.50" 1.50" TC 2 4x2 SPF C1650FI.SE 1-9 � For floor a0plications (not roofs), 2x6 min. Dir L.PIf L.Loc R.PIf R.Loc LL/Tl
BRG REQUIREMENTS3shavn3areNbased50NLY BC 1 4x2 SPf Q100F1.SE 11-13 strongback bridginy, or cross bridging (per TC Vert 66.67 0-0- 0 66.67 2- 6- 8 0.80
on the truss material at each bearin B� Z 4x2 SPF C2400F2.OE 10-15 ANSI/TPI), is required at 10' O.C. or less. TC Vert 896.67 2-6- 8 896.67 8- 0-0 0.73
Brg React Uplift Req'd Size 9 WEB 2-4x2 SPF STUO-CAN +++ +++ ++++++++++++t+++ TC Vert 66.67 B-0- 0 66.67 16- 6-13 0.80
1 6316 0 1.50" 3-4x2 SPF STUD-CAN 10-2 Ribbo� blocks have not been designed to BC Vert 6.67 0-0- 0 6.67 16- S- 5 0.00
2 3553 0 1.50" Z-4z2 SPF �1/A2-CAN 2-11 support the point load(s) shown. .Type... lbs X.Loc LL/TL
4x2 SPF STI1D-CAN 3-11, 11-4 They nay be attached with (4)lOd nails. TC Vert 1440.0 2- 6- 8 0.73
4-12. 6-14 Loads at the truss ends must be applied TC Vert 2684.0 8- 7- 4 0.73
8-15 directly to the chord.
4z2 SPF /1/#2-CAN 13-6 Plating spec • ANSI/TVI - 1995 Panel Lengths �
$LIDER 4x2 $PF C1650F1.SE NOTE:WUCIMIMUM TRUSS $VACINL IS 16.0 " O.C. Std=2-5-4
MA7C DEFLERION (s an) : BRG BLK 3-4x2 SPF STUD-CAN THIS DESIGN IS THE COMPOSITE RESULT OF 1-2 2-3-4 4-5 0-10-0
P Lumber shear allowables are per NDS. MULTIPLE LOAD CASES. 5-6 1-2-12 8-9 1-4-5
L/518 MEM 12-1? (LIVE) LC 1 pouble truss connection must distribute all IF HAI�ERS ARE INDICATED ON TMIS DRAWING, REPAIR 1:
L= -0.38" P- -0.14" T= -p,52" loads equally to each ply. If a connection THEY ARE BASED ON 1.5" HANGER NAILS FOR
CRIIICpI MEMBER FORCES: i5 not specified for the chords, then 1-PLY AND 3" HANGER NAILS FOR MUITI-PLY THE �C�,C. DEAD LUAD hEEDS TO BF ZS PSF.
ic m�tp, oup.)/ TENS.(WR.) ai to help control squeaking due io friction GIRDERS. IF 2.5" GUN NAIIS ARE USED, THE TNE POINT LQADS h�ST REMAIN THE SAM1tE.
1-2 0 1.00/ o(i.0o)0.14 between lies, it is NANGERS MUST BE RE-EVALUATED (BY OTHERS). UNI.ESS NOTFD OTN�:RWI.SE, ALL Pt.qTES !"UST ftE
z-s -1aa;e i.ao/ 0.96 G pernissible to use
3-4 -18601 1.00/ o.sz one Siepson SDS 1/4" x 6" (or equiv.) wood FUILY IPlTAC? AND PRESSED IN TH[ 4160D P[R TPI.
a-s -io7a9 i.00/ o.6v screw within 6" of each panel point in
S-6 -20329 1.00/ 0.69 both to and botto�a chords. For 3x2 chords * NO REPAIR RE
6-) -16017 1.00/ 0.47 P
7-e -4246 1.00/ o.is use 1/4' x 4.S" wood screws. If stacked FOINT I.OAD SPE:CIF[F..Fi ('*=) MUST QUIREU.
B-9 -426{1.00)/ o.as chords exist, only ONE screw is required �F: fVIi:N1.Y DfSTRTflU1�ED '(U EACH THIS REPAIR ALSO APPLIES TO THUSS IDS G35,
sc WMP.(WR.)/ TENS. WR.) ai at each panel point location. � PLY PER BUIIDIkG DESIGNER. G<t0, GA1, .AND GdZ OF THI� JOB. JID: 3303's$
10-11 / ]0637 3.00 0.60
11-12 / 20665 1.00 0.95
iz-i3 / zo6oa i.00 o.9a RE::PAIR 2:
is-ia / 165971.00 0.9� THE �i.C. HAS A 1 1;'2" t)FFP BY 1 1%-2"
is-ss / io3s�i.ao o.ss WIDE Nt1TCN REM1h"iVED FROFt �NE OF 771E
is-o o(i.00�/ o i.00 o.oi Q(3U61_E TUP CkORCS AT E-y-13.
YB GDMP.(DUR.)/ TENS.(WR.) ai � o y �`+ o � o o a, � AL! PLATES, tINI..F.SS O7�Hf.HWISE NO'(ED,
BB 2 -3553(1.00)/ 0.13 v y V
1-10 -6fi(1.00)/ 0.00 f4 0 � � o �b d MUST BI: IN(ACr ANp PRESSED IN THE
2-10-12562(1.00)/ 0.f3 N N N � O ^ ' �
z-ii / 8563(1.00)o.eo cb � N ,-. N N 'h � ad Wt"YJD P[R TPI.
3-17 -2624�i.00)/ o.sz _�S4 __.� � ADEQUATELY 5UPPOHF THE TRUSS
4-ll -2534 3.00)/ O,;g ' _�
4-12 -f97 1.00)/ 0.06
s-u / asz(i.00)o.oa 5-�-4 _ _.� IINTIL THE REPAIR IS COhiPLET€.
5-13 -2891(1.00)/ 0.17
6-13 / 5161(1.00)O.13 � 16-9-13
644 -3652(1.00)/ o.ae � 2 ATIACH 1HE SCAR A� SPECII�7:E:D
�-ia / 6528(1.00)0.80 p_pLYS 3 4 5 6 7 g g W[Tti S[+9PSON SDS lr4" X 6" SCkF.wS
7-15 -6927(1.00)/ 0.15
e-ss -ssa(i.00)/ o.o� � I (OR EQUIYAL[NT) AT 2 1,•"2" O.C.
s-ss / s�u�i.00>o.n REQUIRED �.3,:� �=i;�� � INST?lL THE SCREWS THROOGHOUT THE
1440�F 6-9-13 ENTIRE LE�TH OF THE SCABS. AVOID
Z��W5X7 W8X�2 SPLITTItvG THE 'riGi)D.
W3X6 51017 W3X6 W5X5 W8X8 W6X12 W3X6
T Si(hdNHO'tNERk'[S��Sa aR�UT THE k0'(CH ONLf.tiS
,1 � �� _�
1SHIP
S1017 WSXS W5X7 WSXt2
W6X12 W8X12
61 X4X5`�2 S�AB gZ
W308 ONE FACE, TTACHED TO HE NQTCHED ACE W:308 t ss�?zr_tt s t'�::�€€� 3�ts e�t ttt�����E�;,�.���,..
R:6484 SCRE4NS ONLY N C�TO BE APP� (bT4 THF N f�lE�MEMBER R:3716 � i i3 Ic ? 'Ef3e<&.�6t itE['t?ht'�a s�.x>t;F;3>.�12,tt
U: � N n N d U: � � P31 �t£-.i)Eik'��33E:u:4141)tlt3i.<"]'4t.i'€:�±Z€'�3£�i\
h°§!i I�Bd�#t.lFII.a€?��.}� F2€C,i4t}-�ii�.l�P{Z4')-
10 11 12 13 14 15 � t!SSIi)�..t I1vc.:i�1.l�fil��13£1 "tt£i�;a.!#'P�:�
16-&13 C��'a'a�rr'�r:'it R,r�� �t3� �ti;.� �
..,.,..,,,�,�j�OT f J tt G��I.fa3 1.....................
/C„�'�W
All coeneetor pWbs an Truswa120 qa.unbss pntttled by WN"for Wave 20 qa.,"HS"for FiS 20ga.,�5"tor SS ts ga,hom ine; �F�1-t�. ,,,,_._...... 3�#,g>€ti 1'i2;�C ii)"�liP.?ii-§:.ii
TRUSPLUS 6.0 VER: T6.5.52 �„P P��ia�D+�,,;�da�now'n��nov.snnig bbsuaa ew'es�'�oa�a v�n`Pwin 6ir��iuRnlplaMi o sqpkjesana��ise 10/11/2007
147 - A.B.C. Mo����se Read all notes on this sheet and give a copy of it to the Erecting Contractor. cust: sroN�o
�i71G..1 l rnm e�e�.m..n mcnw�n�a oo�,���,a wu sne.m.ic nas x.�easea o��eurk.cons n�d.a M n.�am m.,w:e,r�r W0: D ri ve_SJn728 59f_L00005_J 00001
e�M m�e in xcadante miN Cro Wrtmt WniwK of T%nE AFPA desipn standarEs.No iaspm&biily is�sumed for 6mmaionel eccurary,Dimen&ore
xe to be varifietl Dy tlro component myMycprer amyo�p�i��p�yg�prim m IabncaEon.7�e buA6nq desipner muet aeurtain tlu(pro bah Dsgn r: hk1B NLC = 2 Wf: 1595
TRUSWAL ���:�,�a����o�,o,mo��,�,�y����..,d�P.��.�o� T�e��,�,m����.mP��wd
is btxaNy bnced by IM raot a 9aor Meatl�'vp end tlw botlwn Gqrd is Iatmaly WaceE by a rigE eheaNinp maMial tliractly aMnchaE,�uyeu W�ew�. TC Li ve 40.00 psf Du rFacs 1.=1.00 P=1.00
�SYSTEMS '"'"a&��g�����^er�o�qonme memnwc ony m raduce nu�qi„v k„pp,,ink�,,,,�u,,,,n y„�,b�ba qacee M a�y TC Dead 10.00 psf Rep Mb r Bnd 1.00
'mmeM 1�at vAN cwse Ne moienue content of tlw wood Lo ezcaed 1BX aWor cause coMecmr q��oyp�.Fapzate�aMk,incdp Rep Mb r Comp 1.00
^^aw��d�cw�.n.�ora�e..;n+m�idowwq.ra,aores:•�o;mm,dc�ro�ao�rt.Por�•,Vm,w,.:�n,mr,�swy�rtw.,,, BC Live 0.00 psf Rep Mbr Tens 1.00
/rB�BuildinqComponantsGroup�Illt. 'pNSIlfPl7',WTCA1'-WootlTiuseCouncilWAmeriCaSfandatODesiqnResponaEi6Eey,'6{A�qNGCOMPoNEMSAFE"fYINFORMATIOM- BC D2dd 5.00 psf O.C.Spacing 1- 4- Q
aNs rro.mpanr a.m toz cwo.sppa,fA C0907 (BC51 1-03)anE'BCSI SUMIMRV SHEETS'!y WTCA antl TPI.The Trusa P�afe�ns6yip�(TPp is located at 583 D'O�wfrio Drrva,Madiwn, DE51 Jfl Spec TPI
Woconin5777B.ThsAmericanFvestantlGapxAcsocialipri(qFPA)isbcaledH111778tl�5beM,NW,$�e9pp,yyyy��pCZpp�g TOTAL 55.00 psf DEFL RATIO: L/480 TC: L/48
�
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, �
Job Name: HEIDORN Truss ID: F17 JID:339759
BRG X-LOC REACT SIZE REQ'D TC dx2 SPF #1/#2-CAN + ++ ++ ++ ++ ++++ ++++++++ +
1 0- 2-12 692 5.50" 1.50" BC 4x2 SPF gl/#2-CAN � For floor applications (not roofs), 2x6 mi�.
2 13- 7- 6 692 5.50" 1.50" WEB 4x2 SPF STUD-CAN strongback bridginy, or cross bridging (per
BRG REQUIREMENTS shown are based ONLY plating spec - ANSI/TPI - 1995 ANSI/TPI), is required at 10' O.C. or less.
on the truss eaterial at each bearing ypTE:MAXIMIMUM TRUSS SPACING IS 16.0 " O.C. ++++++ + ++ ++ ++ ++++� ++++
Brg React Uplift Req'd Size THIS DESIGN IS THE C�IPoSITE RESULT OF Ribbon blocks have no2 been designed to
1 692 0 1.50" MULTIPLE LOAD CASES. support the
2 692 0 1.50" IF NANGERS ARE INDICATED ON THIS DRAWING, They way be attachedawith (4�Od nails.
THEY ARE BASED ON 1.5" HANGER NAILS FOR Loads at the truss ends must be applied
1-PLY AND 3" HANGER NAILS FOR MULTI-PLY directly to the chord. HEPAIK: BOTT�1 CHORD HAS A o" SECTION (:UT�
GIRDERS. IF 2.5" GUN NAILS nRE USED, 7HE � OtlT CEN'iEREO AT 5-0-0 FROhi TNE LEFi END.
HANGERS MUST BE RE-EVALUATED (BY OTMERS).
MA% DEFLERION (span) : AlL Pt.ATES, UNLESS OTHER`v1I5E t60TF..0,
L/999 MEM 9-10 (LIVE) LC 1 Panel Lengths • MIJST BE IMTACT ANO PRESSED IN TNE
L= -0.06" D= -0.06" T= -0.12" Std - 2-5-4 iv�0 PER TPI.
CRI7IcnL MFDtBER PoRCES: 6-7 0-10-14
TC OONP.CDUR.)/ TENS.cWR. �SI
i-z o(o.so/ o(i.00�o.ji ADEQUATELY SUPPORT 7HE TRU55
z-s -isu�i.00/ 0.3fi U4TIL THE RfPAIR i5 CO6'PLETE.
3-4 -1547(1,00/ p,7p
0-S -1268(i.00/ o.xv .ATTACH A SCAB AS SPEQFIED WITH lOd (3.G"
S-fi -1268(i.00/ o.ze LOKt) BGk kAILS AT 2.0" O.C. STAGGERED
6-7 OC1.00)/ 0.20
ac COMP.(DUA.j/ hws.(oua.) ai THP.OUC,tNJUT THE ENTIRE SCAB LEkGTH.
a-9 / 99f(1.00)0.36
9-30 / 1621(1.00)0.53
10-31 / 442(1.00)0.17
NB COMP.(DUR.)/ TENS.(WR.) C$I
1-8 -115(1.00)/ 0.03
2-8 -1142(1.00)/ 0.3f
2-9 / 630(1.00)0.31 < 'a O � O V O � O � � �
3-9 -22)I.00)/ 0.06 pp N � N �p
4-9 -BO 1.00)/ 0.03 N N N �
4-10 -402 1.00)/ 0.12 N 1� N � N � �
5-10 -237 1.00)/ 0.06 �
6-10 ( )/ 945(1.00)0.47 2'� �
7-11 _�32(1.00)/ 0.01 �"��
� 2 3 4 5 6 7
W 1.SX3
Wt.5X3 W3X8 W1.SX3 W3X4 Wt.5X3 W3X6
,� T
1 1 �
W3x6 W3x8
W1.5X3TIE � 6 \ W1.SX3TIE
B� W4X4
W:508 2x4#2 y 10-Q-0 BZ
R:692 ON ONE FACE.CENTER 6"CUT-Q N W:508
E�(3�tlER CUT-OUT �tEA- � r r3s;xt�.��F�:t�.�:ru�t t rt��� t�t€�.€�� +�iv�,�1�f_
o R:692
U: n � � U. ((f�1�-.-i-+it3ti.<3K RE Pikt;t�k�'�b='"e€S'-�`_A1�F,17
8 � � i.j � ' k33 'SEf-t39i 8 ti€9}'.tt 4 4 7�1�t;:�:€"i'�l€`€;k2!I11{-t�
10 11 l'k13 BtlkP 2 t24-d�„ #t &? t�ik.k€=El#'KEi-
1310-2 a�[SSPt�;°�t[ ��(t��1,!'ta" tt� tC€.t.cu�
t1E'r'E€.:'�E�T.'3`t)- a3C t
. t ,--,
� . . . . ........ .......
,. ..'k�,�"P�3;.:'�f 4-.
All connedor plahs an Truswal 20 ga.unlesa precadeA by"W"for Wave 20 qa.,"HS"br HS M ga."5"for SS 1!ga.from A1pine; #.a 3�t;__ __,� �'£i�(p�r t;.;; � ,��?M,yh
TRUSPLUS 6.0 VER: T6.5.52 fome puMs aR p si ioeewd as cfw��above,f ShM pabb atud p�lat�es��M avoW o er�lap�wltl�shuctu�l p�h(or stdapk�s��d r�� 10/11/2007
147 - A.8.C. �MN�se Read al/notes on this sheet and give a copy of it to the Erecting ConVactor. �ust: STONEWOOD
�71�i1 n,�a��ior,�,�,a�d�Nt�ud�vwma��m�o�eus.ysam.nn.sn�we�dw,:pe�;r.eo�mowdodWm�w�wo�e�c�,.�,�rt+�wrx W0: Drive�Je72859fs_L00005_)00001
entl tlorc N eccadenca wilh tlw wrrMl veniwrc of TPI Bntl AFPA desipn stenderde.No reeponsibiFly is aswmed Iw 3maKionti xcurary.Dimmsioia
ue ro x.��d ny m�wm��m,Mn.rn.,,�,da a,aa�,e d��.�«m r e�.no�.rna a,aa�a e�a�,a.s«�,m�m�w� Dsgn r: MOB #LC = 2 WT: 76#
TRUSWAL ����4,���������,o��o,������a��.��o�.�e�,.T�d���,mK����.d
u Merdy Arerod by Ne rooi m poor cheaMi�p antl tha bottom dwrd ic leteratly br�ed py c rgy yyalhnp m�iy TC Li ve 40.00 p s f Ou rFacs L=1.00 P=1.00
���,��6���" Re Mbr Bnd 1.15
�o4a e���,ow�:rw mer,i wppon or oo�wo�,�„a me�oMy m remke w�a��,on,.n,K oomp�e:n,o��ee p.��a��,�y TC Dead 30.00 psf P
�SYSTEMS a^�ronment tlut wiN cawe Ihe moie9ne contm[of Ihe nood pc exceed 19X wYw cawe wmacmr pafe cuneacn.FMrkate,handk,incqC BC Li ve 0.00 ps f Rep Mb r Comp 1.00
,�a aaa ma wa�,.a«a.,�..�m,ne roeoM«y sn�,dxas:�.ro�m d,a c�o�er Rwons's+w.w,.s wro�+rom Tn,��sort�rc, Re p i�r Tens 1.00
�t�BuNtlinpCompOneMiGfOup,InC. •pµq�p�7•ypT�q�•.yy�Tru�Cow�iaA�ka5lanAwCDesipnRasponcqWitles,'6UILp�NGCONPONEMSAiETYINFORMATION'- BG DEad 5.00 psf O.C.Spaeing 1- 4- �
M19 Na/hprM Dr.SYe.107,Cqo.Spgs.,GO dOM7 (BCSI 7-0J)aM'8C51 SUMMARV SNEETS'byVJTCA aM TPI.TM Trw Plete hrepprtn(TPI)is IocaOed m 5g3 D'Onohio Drive,M�diwn, D251 JII Spee TPI
Wiewiwui5AlB.TheAmencmFwestanOPaperAswciaoon�qFPA)icbcateEM1N1191hStreet,NW,SteEpp,W�hnpron,DC7003fi. TOTAL 75.00 psf DEFL RATIO: L/480 TG L/48
,
� Job Name: HEIDORN Truss ID: G27 Qt : 1 JID: 329890
BRG X-LOC REACT SIZE REQ'D TC 4xZ SPF C1650F1.SE + + + + + + + + r + + + + + + + + + + + + + ----------LOAD CASE #1 DESIGN LOADS ------------
t 0- 2-12 1159 5 SO" 5 SO" � BC 4x2 SPF C1650F1 SE � Por floor applications (not roofs), 2x6 min. Dir L.PIf L.Loc R.PIf R.Loc LL/TL
2 20- 7-11 3714 2.b2" 2.50" ' 4x2 SPF #1/#2-CAN 13-14 strongback bridying, or cross bridging (per TC Vert 66.67 0- 4- 8 66.67 20- 9- 0 0.80
BRG REQUIREMENTS shown are based ONLY WEB 4x2 SPF STUD-CAN ANSI/TPI), is ��equ�red at 10' O.C. or less. BC Vert 6.67 0- 6- 8 6.67 20- 9- 0 0.00
on the truss material at each bearing 2-4x2 SPF STUD-CAN 11-18, 11-19 + + + + + + + + � + + + + + + + + + + + + + ..Type... lbs X.Loc LL/TL
Brg React Uplift Req'd Size 12-19 Ribbon blocks h:rve not been designed to TC Vert 180.0 1- 0- 0 0.73
1 1159 0 1.50" SLIDER 4x2 SPF C1650F1.SE support the point load(s) shown. TC Vert 3200.0 18-11- 8 0.73
2 3714 0 2 SO" BRG BLK 4-4x2 SPF STUD-CAN They may be at�ached with (4)lOd nails.
, Plating spec � ANSI/TPI - 1995 Loads at the truss ends must be applied Panel Lengths �
� NOTE:MAXIMIMUM TRUSS SPACING IS 16.0 " O.C. directly to the chord. Std = 2-5-4
THIS DESIGN IS lHE COMPOSITE RESULT OF
MULTIPLE LOAD (ASES. 1-2 0-7-4 2-3 2-3-5
DO NOT OVERCUT IF HANGERS ARE INDICATED ON THIS DRAWING, 9-10 1-5-0 10-11 1-3-8
MAX DEFLECTION (span) : THEY ARE BASED ON 1.5" HANGER NAILS FOR 11-12 1-5-12
L/528 MEM 15-16 (LNE) LC 1 . 1-PLY AND 3" Hf�NGER NAILS FOR MULTI-PLY
L= -0.46" D= -0.17" T= -0.63" W8X12 GIRDERS. IF L S' GUN NAILS ARE USED, THE REPAIR-
cairicn�wewsea FORCES: HANGERS MUST BE RE-EvaLUnTED (BY OTHERS). THE T.C. NEEDS TO BE LOWERED 2" FOR
rc caaa. oua.�/ TENS.(DUR.) ai 1-6-12 ON THE RIGHT END.
1-2 -645 1.00/ 0.37
z-s -a3a i.00/ o.is ALL PLATES, UNLESS OTHERWZSE NOTED,
3-4 -3242 1.00/ 0.32
4-5 -3242(1.00/ •' 0.33 MUST BE INTACT AND PRESSED ZN THE
s-e -as3z<i.00/ "', o.se 4X2#2 LET-IN WOOD PER TPI.
6-7 -4632 1.00/ �' 0.55
s-9 -a6s9 i:oo j o:es ON TOP OF DIAGONAL JJEBS �� ADEQUATELY SUPPORT THE TRUSS
9-10 -4692 i.00/ o.3c UNTIL THE REPAIR IS COMPLETE.
10-11 -4100 1.00/ 0.37
ii-iz o i.00/ o<i.00> o.io * LET IN MEMBER(S) IF SPEQFIED.
TRIM THROUGH THE METAI GUSSET PLATES. DO NOT APPLY 3/4" GUSSET MATERIAL AS SPECIFIED
ac COMP. DUR. / TENS.(DUR.) ai OVER CUr. TH RENIAININ� PLATE AREA MUST BE TO EACH ACE WITH SIMPSON 1/4"X 3.0"
o-i3 o i.00/ o.oi F LLY INTACT AND PRESS= IN THE WO D PER TPI.
is-ia / zoai<i.00 o.ea SCREWS ( R EQUIVALENT) @ 4.0"O.C. IN ALL
ia-is / zo3i(i.00,o.as T E PLATES M ST BE POSI IONED PER HE JOINT R PORT. COVERED EMBERS.
15-16 / 4089(1.00"0.84
ie-v � aav�i.00 o.9e . W3X6 �/ygX�� N ''` THE SCRE S MUST BE EVENLY DISTRIBUTED
.�-ia aasi i.00 0.90 0 0 0 0 0 0 0 � o � o � N � TNROUGH�! l�
is-ie � aoae i.00 o.sz REPAIR Tc�IL co o cD �� 4 � cO � � � * POSITI i�E GUSSET(S) AS SHOWN.
WB COMP.(DUR.)/ TENS.(DUR.) CSI � '-' N c`7 N (O N W �l � N � N � � I� c7 N
BB 1 -1159(1.00)/ 0.07 2_, �
1-13 / 1428(1.00) 0.71 {_5 4 �
2-13 -425(1.00)/ 0.11 i I
3-13 -1623(1.00)/ o.aa 6-0-�
3-15 / 1383(1.00) 0.68
4-15 -166(1.00)/ 0.04
5-15 -967(1.00)/ 0.30
s-ic / 620(1.00) 0.31 1 2 3 4 5 6 7 8 9 10 11 12
� � 6-16 -164(1.00)/ 0.04
7-16 -211C1.00)/ 0.06
. . 7-ll -146(1.00)/ 0.04 �
9-17 -138(1.00)! o.oa W3X4
:� ,- io-v / ssa�i.00> o.is 180# W3X6 W3X4 W1.5X3 3200#
io-is -aes�i.00�/ o.ii W3X6 4X2#2 LET-IN
� ii-ia / 336(1.00) 0.08 WgX12 W4X8 W1.SX3 W1.5X3 W=W3X6 WSX12
11-19 -5453 1.00/ 0.69
12-19 -67 1.00/ 0.01 T
� �-9-,2 �
�- -0 't 1- -0
0-8-4
W6X12 W=W3X4 W;X6 W3X6 W3X6
W 4X8 W SX 12
g� o-s$ 3/ "X 18"X 48" USSET B2
W:508 I-I 2 LAYERS,EAC FACE
!Ift.B{I'IiS�L�k.iZ Ill�3 �l�il..t 1 ;�11l5 I'�L.tS,Si'1..
R:1159 0 0 o Q o o � � T of'I(���K i,1-l{):'�.i)�{kIZE'(.it2"t�A4�.\5 PFtI�:I':11ti<E7
�� ' p ' o � o � o 0 0>�#�-�:tl.UIL t.VDt.ft`��11 UIlLt,t 1�5.l I'E.it.�I�It e�
� � � � � � N ao � N�A\S� CI�I:�t 1 A41 t lll:t.� itl S,(5{d'I..i-Ji s'i#(}..
13 14 15 16 17 1� 19 Fk�)51(14�tt,t:Af�1;A�;�:R i�AIki�.l�< 11�i�.z'F'i�
L 20-3-0 (7��T tiE`S[�:'�Y't.(1 3i�S°ti ���'�- "
.......... .. . . .....- -- ............
t71 1'.l.��F I.N:CLI't
All connector plates are Truswal 20 ga.unless preceded by"W"for Wave 20 ga.,"HS"1or HS 20 ga.,"S"for SS 18 ga.from AIp ine; - -��F�. Rl:�.:t;E�PICA�I�ItI�`s({.?ij;i�#
TRUSPLUS 6.0 VER: T6.5.52 °r preceded by"MX"for TWMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Jcint Detail Reports. Circled plates and false �/n�/n007
trame plates are positionetl as shown above. Shift gable stud plates to avoid overlap H ith structural plates(or staple). L L
147 - A.B.C. Mon±rose I Read all notes on this sheet and give a col�y of it to the Erecting Contractor. c�sc: sTONEwoo�
� �MN) rn�s�es�e���oo�����d�o�d��i���id��9�omPooem�o�o-�ss sysiam u n�s i�ee�n�s�o�sP�o�r�o�ro�s„�o�dE.�y mo oomPo�a„i m�nuiam�,a, WO' Dri ve_S_m72859f_L00005_]00001
aw ao�e� o,�i��oo wan ma��,�a���e�s�o�s oi rPi��a nFPn das�yo sia��a,�s No,es�,o�s���wy�s ass�mE i io�d�meos�o�ai��o��aoy o�ma�s�o�s Ds n r' MOB #LC = 2 WT: 120#
re�o be vorilied by the component manulacwrer antl/or building designer pnor to labrication. The building desiu�er must asceMain that ihe loads 9 �
T R U S W A L ulilized on�his design meel or exceed ihe loading imposed by(he local building wde and�he paAicular applica�ioi The design assumes iha��he�op chord TC Li ve 40.00 ps f Du r Facs �=1.0� P=] '
�s iaia�uy b�a�ae bv ina roa o,uoo�snaam��9 a�d ma bawm�noro�s iaie,auy b�a�ee by a��9�d sneain��9 mat��ai d�,�uy auacnea,��iass oma��sa Rep Mb r B nd 1.0�
�oiaa Bracinq shown is�or lalaral supporl o�componen�s members onl io,aa��a b��kn� ia�m rn�s�om TC Dead 10.00 s f
v e y v���e�c snau�o�be Pia�ad��a�y P Rep Mb r Com p 1.0
� SYSTEMS e^°�,��marnma�wm�a�semamo�sw�a�orna��oi�newoodmax�aaais^r,a�dm��a�se�o�„��o�Pia�a�o��o_�� Fab,��aie,na�aia,msiau BC Live 0.00 psf Rep Mbr Tens LC
a�a b�a�e m�s o-�ss��a��o,aa�a w�m me ioiiow��9 s�a�earos��o�m a�a cwu�9 oe�a�i aaPons a�a�iabie as o�i;,w o-om r��swai�icwa,a, gC Dead 5.00 s f
/'111�Builtling Components Group,Inc. �qNsiRPi i�,•vvrca��-wood rmss cou��n oi qmo�ica s��ndard oesi qes
4445 Northpark Dr.Sfe.702,Cola_Spgs.,CO H0907 9n ponsibili�ies,'BUILDING COMPON!=NT SAFETY INFORMATION'- p 0.C.Spaci ng 1- 4�
([3CSI 1-C3j and'BCSI SUMMARV SHEETS'by WTCA and TPI.The Truss Plale Ins�i�u�e(TPI)is located a1583[�'Onolrio Orive,Madison, �251 Jll Spec TPI
ws�o�s��ss�ie rne nmad a�Fo,asi a�d aaue,nssodano��nFan)�s io�aiaa ai i i i i ism saaa�,Nw,s�e e�o.wasn��9�o�,oc zooaa TOTAL 5 5.00 psf DEFL RATIO: L/480
�. e . � �,
r
J�b Name: HEIDORN Truss ID: G25 Qty: 5 JID: 329890
�L'RG X-�OC REACT 4ZE REQ'D TC 4x2 SPF #1/#2-CAN + + + + + + + + . + + + + + + + + + + + + + ---------LOAD CASE #1 DESIGN LOADS ------------
- 1 0- 2-12 980 5.�0" 5.50" BC 4x2 SPF #1/#2-CAN � For floor applications (not roofs), 2x6 min. Dir L Plfi L.Loc R.PIf R.Loc LL/TL
2 20- 7-11 1563 7.62" 1.50" WEB 4x2 SPF STUD-CAN strongback bridginy, or cross bridging (per TC Vert 66.67 0- 4- 8 66.67 20- 9- 0 0.80
BRG REQUIREMENTS shown are based ONLY 2-4x2 SPF STUD-CAN 11-18, 11-19 ANSI/TPI), is raquired at 10' O.C. or less. BC Vert 6.67 0- 6- 8 6.67 20- 9- 0 0.00
on the truss material at each bearing 12-19 + + + + + + + + + + + + + + + + + + + + + + .Type... lbs X.Loc LL/TL
Brg React Uplift Req'd Size SLIDER 4x2 SPF #1/#Z-CAN Ribbon blocks hav= not been designed to TC Vert 180.0 1- 0- 0 0.73
1 980 0 1.50" BRG BLK 4-4x2 SPF STUD-CAN support the point load(s) shown. TC Vert 870.0 18-11- 8 0.73
2 1563 0 1.50" Plating spec � ANSI/TPI - 1995 They may be att�.cned with (4)lOd nails.
NOTE:MAXIMIMUM TRUSS SPACING IS 16.0 " O.G Loads at the tr�:s ends �st be applied Panel Lengths :
THIS DESIGN IS THE COMPOSITE RESULT OF directly to the �:hord. Std = 2-5-4
MULTIPLE LOAD CASES. 1-2 0-7-4 2-3 2-3-5
IF HANGERS ARE INDICATED ON THIS DRAWING, � 9-10 1-5-0 10-I1 1-3-8
THEY ARE BASED ON 1.5" HANGER NAILS FOR 11-12 1-5-12
MAX DEREQION (span) : 1-PLY AND 3" HANGER NAILS FOR MULTI-PLY �
L/727 MEM 15-16 (LIVE) LC 1 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE
L= -0.33" D= -0.13" T= -0.46" HANGERS MUST BE RE-EVALUATED (BY OTHERS). REPAIR:
cairicn�weMee2 Foeces: THE T.C. NEEDS TO BE LOWERED 2" FOR 1-6-12
rc COMP. DUR. / reNs.<ouR.> csi ON THE RZGHT END.
i-z -sas i.00/ 0.39 W4X6
z-s -ss� i.00/ o.zo UNLESS NOTED OTHERWISE, ALL PLATES MUST 6E
s-a -zszz i.00/ o.3s TRIM THROUGH THE 'IETAL GUSSET PLATES. DO NOT FULLY INTACT AND PRESSED IN THE WOOD PER TPL
a-s -zszz i.00/ o.s� OVER CUT. THE REM-\1NING PLATE AREAS MUST BE
5-6 -3266 i.00� o.sz
e-i -szee i.00/ o.si FULLY INTACT AND "RESSED IN THE WOOD PER TPI. �+ ADEQUATELY SUPPORT THE TRUSS UNTIL THE REPAIR
7-8 -2679 i.00/ o.aa THE PLATES MUST BF POSITIONED PER THE JOINT REPORT. IS COMPLETED.
8-9 -2679 1.00/ 0.43
9-10 -2681 i.ao/ o.ze * LET IN 4X2 MEMBER(5) IF SPECIFIED.
io-ii -vzs i.00/ o.is '� APPLY A 3/8" BEAD OF STRUCTURAI GLUE TO ALL
ii-iz o i.00� o.oa 4X2#2 LET-IN COVERED MEMBERS.
ec COMP. DUR. / rENs. oue. cSI ON TOP OF DI GONAL�NE S '' ATTA 7/16" GUSSET MATERIAL AS SPEQFIED, WITH 6d
l0_14 o i.00� 1634�.00 o:�s NAILS 1.5" O.C. STAGGERED IN ALL COVERED MEMBERS.
ia-is / 16341.00 o.ss THE NA ING SPECIFIED SHALL BE DISTRIBUTED ALONG THE
is-ie � soae i.00 o.ea FULL L GTH Of THE GUSSETS AND ALONG THE FULL LENGTH
16-17 / 3126 1.00 0.97
i�-is i zua i.00 o.e� o 0 0 0 0 0 0 � o � o � N N Of THF,p �5 AND CHORDS COVERED.
is-i9 j ie�a i.00 o.so W3X6 c� ' X6 � o � � o � co ' o � ,� � USE �OR PLYWOOD-MIN. SPAN RATING (24/16).
WB COMP.(DUR.)/ TENS.(DUR.) CSI '- � DO� E9T"OVEROUT° � � �
6B 1 -980(1.00)� o.os 2 5 4 N � rJ � N N � � rF STACK� CHORDS OR WEBS ARE PRESENT, NAIL AS
i-i3 / 1208(1.00) 0.60 REPAIR DETAIL �� SPECIFIED IN EACH.
z-is -aos i.00/ o.io THIS REPAIR ALSO APPLIES TO TRUSS ID G28 OF THIS
3-is -un i.00/ o.3s 6-0-0
3-is / ioia(i.00) o.so
a-is -iae�i.00)/ o.oa ]OB. JID: 329890
5-15 -598(1.G0;/ O.1F '
s-ie ; zsit�.co) o.iz 1 2 3 4 5 6 7 8 9 10 11 1
6-16 -164(1.001' 0.04 �1_C_�2
7-16 / 155(:.00) 0.08 V I
7-1' -512(1.00)/ 0.16 � �
9-v -iao(i.00�/ o.oa W3X870#
� io-i� � sv�i.00� o.si 180# W3X4 W3X4 W1.SX3
io-is aoa<i.00�/ o.ie
ii-is / sia(i.00> o.is W8X8 W3X6 y�/4X6 W1.5X3 W1 5X3 W=W3X4 W4X6
11-19 -2243(1.00/ 0.29 �
12-19 -59(1.00/ 0.01 T T
� 0-9t-1.2
,_6_0 ,go
1 0�4
W5X7 W-W3X4 W;sX6 W3X6 W3X6
W3X8 W4X6
g� �}gg 7 16"X 18"X 24"GUSSET
W:508 n ONE FA E B2
IIiC:JtI�Ct} {���.�{{11�> lik,ll i1iISP8 1ti.!sl'I��:•.
R:980 0 0 0 � o o N � v ot I1�€f.�411t�\.i1H I{i'P(:)N 1'�1 t�1'ftt 1'Htl'6�a
U: ' o � o � o � o o mHti }ik t)I{I eDh.li 1:1V 1)IKtt"f tit.l'1 R�C�3t3�
cn co �n � �n � N ao � N 4NU'i"fL4 i'1.1��1,4 111.#.t Ki i.IS�(-I.XI".IY i'i:f�}-
13 14 15 16 17 1$� 19 1't;SS�C(J\lk,P.?�{.itli;�;Fd 1.�IrI i�:1 ilt F,,],�t��
I 20-i1-0 OI; I�tit.�i 1.�l�F':L'a�ttl.�: t.. -,,"
....,.... .. . _...... ......_ >,........
ttl"1 J.1)I I KEIt
All connector plates are 7ruswal 20 ga.unless preceded by"W"for Wave 20 ga.,"HS"f:�r HS 20 ga.,"S"for SS 18 ga.from Alpine; . ��E���. I{EL;i�1'R:t-Ill)�:'�\i:1,2@).i3K
TRU S PLUS C�.0 VER• T6.5.5 2 or preceded by"MX"for 7WMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Jc+ii'D$tail Reports. Cirded plates and false Q/n�/^OO�
frame plates are positioned as shown above. Shift gable stud plates to avoid overlap w�ih structural plates(or staple). 0 L �
147 - A.8.C. Mo����se WqRNIN Read all notes on this sheet and give a co,+.ry of it to the Erecting Contractor. c�sc: sroNEw000
� rn�s dos�y��s to�a���a���a��i b�oa���oomi,o„�rn�oe o-�ss sysiem n na:bee�b�s�d o�sv�o�r�auo�s r�o���a �,y mo oomPo�em ma��ia�w�e� WO' Dri ve_S_m72859f_L00005_J00001
a��i ao�e���o�om���e w��m me��„o„i o��s�o„s oi rPi�r,a nFPn dos�90 sianoa,as No res��o�s�n�r�ry�s ass���r io,d�me�s�or,ai aoo�raoy. o�me�s�oos Dsgn r: MOB #LC = 2 WT: 115#
re to be verilie[1 6y Ihe componenl manulacturer and/or building des�iyner prior to fabricaliort The building desi�),iar must ascerlain Ihat ihe loads
T R U S W A L utilized on ihis design meel or exceed the loading imposecl by lhe local building code and the panicular applica�ion The design assumes iha��he�op chord TC Li ve 40.00 ps f Du r 1=ac s �=1.�� P=1.��
�s i�ia��uy b,a��by me�ooi o�noo,snaam��9 a�a me baeom�no�a�s ia�e,anY�,a��by a��y�a snaam��y mai>ai����uy ana�n�,��iass oma��sa Rep Mb r Bnd 1.00
nolod. Bracing sMwn is for lateral support o�componen�s mombors onty�o reduce huckling length. Thi�compc��=n�shall nol be placed in any TC Dead 10.00 psf Rep Mb r Comp 1.00
�SYSTEMS ernironmenl tha�will cause Ihe moistura con�enl ol ihe wood lo exceed 19°ro and/or cau ��e�io��i�ie�a��^ _� Fabdoaia,na„dia,�os�eii BC Li ve 0.00 psf
a�d b�ce m�s o-�ss i�a��o.da��a wan ma iouow��9 s�a�da�as vo�m a�d c�u��y oer��ePons a�a�i�nie�s_o�::,w o-om r��swai soawa�a, Rep Mbr Tens l.00
/t�Building Component3 Group,InC. 'AN51/TPI�i','WTCA i'-Wood Truss Council o�America Standard Desiyn Responsibili�ies,'BUILDING COM�ON�NT SAFETY INfOfiMATION'- B� �2dC� 5.00 psf 0.C.Spaci ng 1- 4- �
4445 Northpark Dr.Ste.102,Colo.Spgs.,CO80907 (6CSI 1�1�)and'BCSI SUMMARV SHEETS'by WTCA and TPI.The Trus=Plate Ins�i�ute(TPI)is located a�583[:'Onolrio Drive,Madiwn, �251 Jll Spec TPI
ws�o�s��ss�is rno qmar��a�For st a��Pape,nsso��aro��nFan��s io�at«i at i i i t istn straat,Nw,ste:ao,wasn��qto�,oc 2ows TOTAL S 5.00 psf DEFL RATIO: L/480 TC: L/48
ti��li.::.�.�._a'+n . �. , . � . _,,.�n..`. '� ...
. � .
� Job Name: HEIDORN Truss ID: G28 Qt : 6 JID: 329890
BRG X-LOC REACT SIZE REQ'D TC 4x2 SPF #1/#2-CAN + + + + + + + + + + + + + + + + + + + + + + ----------LOAD CASE #1 DESIGN LOADS ----------------
1 0- 2-12 1001 5.50" 1.50" BC 4x2 SPF C1650F1.SE � For floor applications (not roofs), 2x6 min. Dir L.PIf L.Loc R.PIf R.Loc LL/TL
2 21-10- 7 1211 2.62" 1.50" 4x2 SPF #1/#2-CAN 13-15 strongback bridging, or cross b n dging (per TC Vert 66.67 0- 0- 0 66.67 21-11-12 0.80
BRG REQUIREMENTS shown are based ONLY WEB 4x2 SPF STI1D-CAN ANSI/TPI), is required at 10' O.C. or less. BC Vert 6.67 0- 0- 0 6.67 21-11-12 0.00
on the truss material at each bearing 2-4x2 SPF STUD-CAN 2-14, 12-19 + + + + + + + + + + + + + + + + + + + + + + .Type... lbs X.Loc LL/TL
Brg React Uplift Req'd Size 11-20, 12-20 Ribbon blocks have not been designed to TC Vert 180.0 2- 2-12 0.73
1 1001 0 1.50" Plating spec • ANSI/TPI - 1995 support the point load(s) shown. TC Vert 420.0 20- 2- 4 0.73
2 1211 0 1.50" NOTE:MAXIMIMUM TRUSS SPACING IS 16.0 " O.C. They may be attached with (4)lOd nails.
THIS DESIGN IS THE COMPOSITE RESULT OF Loads at the truss ends must be applied
MULTIPLE LOAD CASES. directly to the chord.
IF HANGERS ARE INDICATED ON THIS DRAWING,
THEY ARE BASED ON 1.5" HANGER NAILS FOR
1-PLY AND 3" HANGER NAILS FOR MULTI-PLY
MAX DEFLECTION (sPan) : GIRDERS. IF Z.5" GUN NAILS ARE USED, THE
L/673 MEM 16-17 (LIVE) LC 1 HANGERS MUST BE RE-EVALUATED (BY OTHERS).
L= -0.38" D= -0.15" T= -0.54"
CRITICAL MEMBER FORCES: .
TC COMP.(DUR.)/ TENS.(WR.) CSI
. 1-2 / 0(1.00) 0.19
2-3 -1353 1.00/ 0.24
3-4 -3051 1.00/ 0.45
4-5 -3051 1.00/ 0.48
S-6 -3441 1.00/ 0.57
6-7 -3aai 1.00/ o.ss Panel Lengths •
7-8 -2500 1.00/ 0.40
e-9 -zsoo 1.ao/ o.ao Std = 2-5-4
9-1a -zsoz 1.00/ o.z7 1-2 1-10-4 2-3 2-4-8
io-ii -isaa 1.00/ o.� 9-10 1-5-0 10-11 1-3-8
11-12 � / 0(1.00) 0.09 11-12 1-5-12
BC COMP.(DUR.)/ TENS. DUR. CSI
13-14 / 1300 1.00 0.41
14-15 / 2344 1.00 0.74
15-16 / 2344 1.00 0.48 N N N N N N N N N � N
16-17 / 3399 1.00 0.70 � r O � O Q O � O � Q � �
17-18 / 3124 1.00 0.66 � N � N r O
is-is � i9ai i.00 o.se L�E TRU �25 F �EPAI �TAIL r �
0
19-20 / 1281 1.00 0.25 N N N V f. O1 � N n N (V � N
YB COMP. WR. / TENS.(W0..) CSI 2"� T
1-13 66 1.00/ 0.02 � 1
2-13 -1599 1.00/ o.as 7_2_�_2�
2-14 / 589(1.00) 0.15
3-14 -ll39(1.00)/ 0.35
3-16 / &17(1.00) 0.40
4-16 -165 1.00/ o.oa � 2 3 4 5 6 7 8 9 10 11 12
5-16 -397 1.00/ 0.72
5-17 / 46(1.00) 0.02 �
6-17 -164(1.00)/ 0.04
�-v / sez<i.00) o.ia W4X4
�-ia -�ia�i.00)/ o.zz
9-18 -1411.00)/ o.oa 180# W3X4 W3X4 W1.5X3 420# W3X4
10-18 / 762(1.00) 0.38
io-i9 -aas<i.00>/ o.z3 W1.5X3 W4X8 W3X8 W1.5X3 W1.5X3 W=W3X4 W4X
11-19 / 612(1.00) 0.15
11-20 -1718<1.00)/ 0.22
12-20 58(1.00)/ 0.01
�- '� � -0
W3X8 W=W3X6 W3X6 W3X8 W3X6
W1.5X3TIE W4X6 W3X6 W4X6
81 B2
W:508 ��•��
R:1OO� N N N o � N N � � N Fl HF:iti�;Ii�`K;kk�`C�(F�1" I'�.a[�I�WIS PL�r1,'+1.SI�E.
U: � � 4 � ' � Q N � O � �(CF'1C r\TI�I"{t C1R R�:Pf)R�I'lti�1J PRFP4RE 1)
c� c4 '� r1 u� a �n n � o �V'Pt1F:C)RI:�Uk:€2��i}�ll1R�C'TSI,PE:R�7Slfi1
13 14 15 16 17 18 �19 20� � .�������Ha�[�I.ani.a�L[.� �ti•:�:�4 �:�r:�x�•r�O-
1 21-11-12 F�S*,1O'V,i[.�v(�ItiE�;RL�\FE �HES• �
{)F"i'F1�ti7'rt't'�t3"�C[� 'E
....,....�., .. . ................„...........>.,�............
�" OT'1',I.1Y�Lk�:R
All connector plates are Truswal 20 ga.unless preceded by"W}or Wave 20 ga. "HS"for HS 20 a.,"S"Tor SS 18 ga.}rom AI Ine; ��'-� KE:ClS'1'R.>'CCO\\E).2iE3�(t
TRUS PLUS 6.0 VER: T6.5.52 ��ee�.s are p��ioned�as shown bove.tShitt gable a ud plates�toavoid ovaA�apJwith structu�n�tes(w s�tapiej�and�alae �/e�♦/n007
L 1 L
147 - A.8.C. MoqMN�ose Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: STONEWOOD
� ( Thia deeign ie for an iMividual building componeM rat iruee eyatem. It has been based on specilicatioire provitlsd by ihe componeM menWacturer WO• Dri ve_SJn72859f_L00005_J00001
and done in axordance wNh the curtent veraione oi TPI and AFPA deeign atandarda.No responaibility ie aeeumed lor dimeneionel exurecy.Dimeneione �
arelobevenliedb thecom nenimanufacturerand/orbuildi deei ner DS nr: MOB #LC = 2 WT: 120#
Y Po rg g prior to labricatbn.The buildirg da•igner muel exeMin iMt lhe bede 9
T R U S W A L utilized on�his deaign meel or exceed iha loading imposed by�he bcal building cotle and Ihe particula�applicalion The denign eeaumea ihet Ihe�op cMrd TC Li ve 40.�0 PSf Du rFacs �=1.�� P=1.0�
ie laterally braced by ihe rool or iloor aheathing and ihe bottom chord is Wteraly braced by a rigid ahenthirg materiel directly atlached,unleea otherwiae Rep Mb r Bnd 1.00
notetl. Bmcing ehown ia for lateral aupport ol crom y 9 � u P ,y TC Dead 10.00
�SYSTEMS �^�e m�„b�o� to reduce bucklin ien h.Thia com o�e�i eneu��be iaced in a Psf Rep Mb r Comp 1.00
environmern lhet will cauae ihe rtroiature conten�ol the wood to�ceed 19%aM/or cauae connector plate con�aion. Fabncate,Mndle,Inetell BC Li ve �.�� p5f
arM braoe this truae in eecordance with the folbwing alarWarda:'Joirrt aM Cutti�g Detail Reports'aveilable ae output irom Truawal eoftware, REp Mb f Ten s 1.00
/l�Building Components Group,I�C. 'ANSIRPI 1','WTCA 1'-Wood Truae Council ol America Scandard Design Resporeibililiea,'BUILDINO COMPCNENT SAFETV INFORMATION'- BC DEdCJ 5.�� (JSf 0.C.Spaci ng 1- 4- �
9995 NorthparkOr.9fe.t02,Colo.Spgs„C080Bp7 (gpSl 143)and'BCSI SUMMARV SHEETS'by WTCA end 7PI.The Truas PW�e InatiWte(TPI)is located et 585 D'Onoldo Drive,Madleon, D851 Jfl Spec TPI
Wieoonein 53719.Tha American Foreat and Paper/uaociation(AFPA)ie located at 1111 19th Street,NW,51e 800,Waehington,DC 20038. TOTAL 5 5.00 p5f DEFL RATIO: L/480 TC: L/48
C � DATE �TiIME y�,,��
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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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
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DATE TIME V
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Cai1 forthe next inspection 24 hours in advance. (952� 249-46��
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White Copyllnspector's File Canary Copy/Site Notice
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DATE TIME V
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INSPECTION N scHE�u�Eo �L— � �
PERMIT NO. COMPLETED
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J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Call for the next inspection 24 hours in advance. �95Z� Z49-46��
OwnerlContract site:
Inspector. �
White Copyllnspecto s File Canary CopylSite Notice
DATE TIME ✓
CITY OF ORONO CALLED IN �
INSPECTION NOTICE SCHEDULED '
PERMIT NO.��D7��I I�ZCOMPLETED
ADDRESS .��8� /v�fi7^J�� �Srr�u[ � �
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White Copyllnspector's File Canary Gopy/Site Notice
DATE TIME
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INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED �-��- �94 ►q'U^
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GARAGE FLOOR=946.75 � / r����" �' a�� ���;' ooP� � / }� �,�,�� - �.��
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ADDRESS = 3180 NORTH SHORE DRIVE � � �`� , " "��'`'F � �6� '° ` °', �" }� \
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