HomeMy WebLinkAbout2014-01340 - addn/remodel/repair , CITY OF ORONO * 2 0 1 4 - 0 1 3 4 0 *
2750 KELLEY PARKWAY �ATE �ssuEu: 12/03/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 30 ORONO ORCHARD RD N
PIN : 35-118-23-33-0037
LEGAL DESC : ORONO OAKS
: LOT 10 BLOCK 1
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN /REMODEL/ REPAIR
ACTIVITY : 434-RESIDENT[AL
VALUATION : $ 80,000.00
NOTF,: SEPARATE PERMITS REQU[RED: PLUMBING, MI:CHANICAL. ELECTRICAL(S"I'ATE)
KITCFiL;N, F3A"['H AND BEDROOM REMOUEL
APNLICANT PERMIT FEE SCHEDULE 906.75
PLAN REVIEW 589.39
GERBER, STEVEN &ARLETTE STATE SURCHARGE(VALUATION) 40.00
30 ORONO ORCHARD RD N
WAYZATA, MN 5539]- TOTAL 1,536.14
Payment(s)
CHECK 1886 1,536.14
OWNER
GERBER, STEVEN & ARLETTE
30 ORONO ORCHARD RD N
WAYZATA, MN 55391-
AGREEMENT AND SWORN STATEMENT
The work for which this perniit is issued shall be performed according to
the approved plans and specitications,applicable City approvals,and the
State Building Codc. This permit is for only the work described and does
no[grant permission for additional or related work whieh requires separate
pennits. All provisions of laws and ordinances governing this type of�vork
shall be compied with whether or not specified herein.This permit will
expire and become null and void if eonstruction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 da��s at any time afrer work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
(� � �
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� , � ��; .��,�,�,� ;'� � 2���; ��� ,�C_ , L C�--�� � ,� 3 �/
Ap ci ant Pennitee S gnature Date [ss By Signature Date
�
, . City of Orono
Building Permit Application for Maintenance / Rep{acement 1 Renovation
(No structural expansion. Only windows, doors, siding, re-roof, etc.)
�O�O Mailing Address: Permit number: �� ���
PO Box 66
Crystal Bay, MN 55323-0066 Date received: � �
�• � � Received by:
� � Street Address: � �
tiF 1 � 2750 Kelley Parkway ��� Plan review fee:
�' Orono, MN 55356
`�KESH��� �
Total Fee: � -�j� � �
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete appfications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: ��` �=- � � y��: ��,� ; ��,u,L�;� �,� �
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ,�No
If yes,a specral event permit is required wrth Police Department and City Council approval 60 days prior to the event. Shuttle bus service wi!!be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: � >��_�,� �x v �s-� �
State License# Expiration Date:
Lead Certification Number: Expiration Date:
(for work on homes that were constructed prior to 1978
Phone: (cell) ",z.� ,_�� ?, i �� �j �� (office)
Maifing Address: "�, c�,:r,n, C��;;��.�;: u��.�,` City: r',�,ti-� ZIP: �i�, �'<�� -
Contact Person: ����, (��(,y�,,� Appficant is: Contractor / Homeowne (Circle One)
Emai! and/or Fax: �„_�;�, < <,� �� -� , � �,;^
J
PROPERTY OWNER INFORMATION:
Name, '�>.�-�..t_ (:�r �;�
Phone (day): a:�: , =- �� "3 y t ��t 'a
Address: 3; Z.����:, c�'Y `,�._..�C �Z-�� City: <<% iL,�,� ZIP: �a 3`j (
Email and/or Fax: S��c� , r.�,,L„^�,,��_ � �� ��,�,�, �•,
. � c�
PROJECT INFORMATION: Overall project description: I�—v1,Z��►.,... �,�...+;��. ���-�--`- a.a-.��^ ��-'r^���-�
Type of Project: Any eart movement may also require
(� Door(s) ❑ Remodel ❑ Fire Damage MCWD review&permits:
❑ Re-roof,asphalt ❑ Repair ❑ Storm Damage Minnehaha Creek Watershed District(MCWD)
18202 Minnetonka Blvd
❑ Re-roof,cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391
❑ Re-roof, other(specify) �Siding ��-� ❑ Other: (specify) Phone: 952-471-0590
C` Fax: 952-471-0682
$]Window(s) www.minnehahacreek.orq
Estimated Construction Vafuation of Project(excluding fand) $ `�'�' , ���>�,
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsibfe for submitting a compfete application being aware that upon failure to do so, the staff has no altemative but to
reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually update our records and records of other governmental agencies required by law. If
ou refuse to su I th informa ion,the a lication ma not be issued.
/ ^
AppficanYs Signature: / �--:-- Date: � � l`1 . 1`�
Owner's Signature: ��_ �— �^�.�— Date: �� �`I . i�I
�ast Uodatec: Q3/06/2013
,PLAN REVIEW CHECFCLIST FOR NEW STRUCTURES / ADDITIONS
Address/Permit Number: �� ���� �t2.C� (�r4f.�
Description of work: �� �v���--
Septic review by: N / � Date Approved:
Zoning review by: / ✓� ��9'`� �'"� Date Approved:
Building review by: Date Approved: l I� w �� �`�
Grading review by: /� � � Date Approved:
Zoning District: Zoning File#: Reso#: ;Reso Date:
Zoni : Lot Area: SF/AC Width: Lot Coverage: .- SF _%
Survey S mitted: � Yes 0 No Date of Survey: Revised date(?):
Proposed Se cks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E ;�11 ) Other Buildings Wetland
Side Sid '�
;
Defined Height: eak Height: FFE: � FFE minus 6 feet= (Existing Contour)
Perimeter(linear feet) = 50% _ #of Stories Ok? � YES
FOR A BUILDING WITH A BASEMENT OR CRAWL ACE:
The distance between the west FOR A BUILDING ON A SLAB FOUNDATION:
START WITH proposed floor(of the base nt or cra
space)and the highest point o e ro f. START WITH The distance between the top of slab and
If you have a... the highest point of the roof.
If you have a...
• GABLE OR HIPPED ROO (no . GABLE OR HIPPED ROOF(no
windows): Subtract half,ifie windows): Subtract half the distance
distance between the "hest point between the highest point of the roof
of the roof to the low oint of the to the low point of the corresponding
SUBTRACTION corresponding gabl or hipped roof SUBTRACTION gable or hipped roof
(BASED ON ROOF . GABLE OR HIPF D ROOF(with (BASED ON • GABLE OR HIPPED ROOF(with
TYPE) windows): Su act half the `� ROOF TYPE) windows): Subtract half the distance ;
distance bet en the top of the between the top of the highest
highest win ow and the highest � window and the highest point of the
point of t roof roof
° • ALL OTHER ROOF TYPES(flat,
• ALL O ER ROOF TYPES(flat, mansard,etc:No subtraction.
man rd,etc):No subtraction. ADDITION Add the distance between the top of slab
SUBTRACTION Subtrac he distance between the (BASED ON and the highest existing grade adjacent to
(BASED ON EXISTING base nVcrawl space floor and the EXISTING the foundation.
GRADES) high st existing grade adjacent to the GRADES
fo dation OR 10 feet(whichever is less). EQUALS . Defined building height
\
EQUALS efined building height
�
�
\
Shoreland Dist 'ct MCWD Permit Received Avera e Lakeshore Setback Me ? Bluff
% � Yes � No 0 N/A ���.� Yes 0 No ��
0 Yes �� No � Yes 0 No � N/A
Permit Number: Setback:
f
Stormw er Quality Existing Proposed Variance Required CUP Required �
Overla District Tier Hardcover Hardcover
� Yes � No � Yes �'No
Type(s): Type(s):
Updated: January 2013 �r� G�N�
v:\forms\plan review checklist 2013.docx /"
REMARKS (in-house):
Fees to be Charged YES NO
Permit �
Plan Review ��
State Surcharge
Investigation Fee
SAC–Number of SAC Units
Other(specify) �
Square Foota e $ per Square Foota e
Basement X = $
15i Floor X = $
2nd Floo� X = $
Garage X = $
p0
Estimated Construction Value: $ ���(,�d� '—
Orono Inspections Required Work Requiring Separate Permits Required State Permits
O Site Plumbing 0 Grading/ Filling 0 Well
� Hardcover Removal Mechanical 0 Fire lectrical
� Footing � Septic � Water Connection
� Poured Wall � Fireplace � Sewer Connection
� Foundation Survey 0 Masonry � Lawn Irrigation
0 Radon Rock Bed 0 Mfg.
�'Framing � Other(specify)
� Insulation �.
� As-Built Survey
Final
� Wetland Buffer
0 Other(specify)
REMARKS (in-house): f
6
Other Review: Reviewed by: Date Approved:
Access: Existing: � YES 0 NO New: 0 YES 0 NO
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED
Updated: January 2013
v:\forms\plan review checklist 2013.docx
� ---- __ __ --- --- - -- -- _--
Job Truss 1 nws 7YPa �Ty Piy
PER14732 ' R2 ROOFTRUSS � �
— �—--
P.E.RobWne,U�ctoria lL 81485 7.510 s Jen 2D 2014 MfTak Intlustnes,Ina Thu Sep 04 17:08�45 2014 Papo t
2=0-0 5-5-1 10-6-11 , 1&-8-4 18-11-8 , 22-11-71 , 27-9-15 , 32-8-d 37-10-0 9-10-0
�2-0-0 }� 5-5-1 �— 5-1-9 5-1•9 3-3-4 �— 4-0-3 ' 4-10-4 4-10-4 5-1-T2 2-0-0�
Scale=1:892
� 5x8 II
8.00 12
7
2xe I!
. 6 Z%4 II
3x8� 8
3x8�
3x4 5 5 9
4 3X4 J
I 4
j , 10
� � 40-0
4x7� /
�I 3x4� 3 �4 //
�e �� `
3x4� ���2= 3x8 O
W 72
20 �
2 21
� � � 3x15 MT18� o — 1\ �d I'
� 3x4: 3.00 12 -�_-�. 14
5xt4= � 7 1; 18 15 6 -_J u
[„� Z`f�L l��- 2X II bxtd= 3x6= 3x4=
�-- --- 21-1-12 ---- ---
� REPAIR TO ADD 2-PLY 24"LVL FLUSH BEARING AT JOINT 18 AND ADD LEDGER AT 1-0-0 FROM BOTTOM OF I
TRUSS NEW BEARING TO TOP CHORD. �
ATTACH 1-PLY 1 3/4"x 11 7/8"2.OE LVL TO ONE SIDE OF TRUSS AS SHOWN WITH A SIMPSON LUS210 HANGER TO �
FLUSH LVL NEADER AND(14) .131"x 3"NAILS INTO TOP CHORD OF TRUSS EVENLY SPACED.
ATTACH 23/32"48/24 APA RATED SHEATHING TO ONE SIDE OF TRUSS AS SHOWN WITH 100%PL400
GLUE CONTACT AND(2) ROWS OF .131"x 2 3/8" NAILS AT 3"C/C INTO ALL MEMBERS. ,
ATTACH CUT BOTTOM CHORD TO FLUSH LVL HEADER WITH SIMPSON LUS24 HANGER.
ATTACH CUT VERTICAL BOTTQM CHORD B3 TO FLUSH LVL HEADER WITH (2) FASTENMASTER I
i __ .189"x 6"TLOK/HEADLOK OR SIMPSON SDS25600(.22"x 6")TOE SCREWS. f
�--__ 7-11-14 �__ 15-8-4 22-11-11 30-3-1 37-10-0
� 7-11-14 7-8� T— 7-3-7 � 7-3-7
7-8-15
PlaleO sets(X,YI: f2:0-1-S.Eduel f13:0-t-12.03-51.f19�0-606-3-101 — --- --` -- --- --
LOADWCi(ps� SPACING 2-0-0 I Cg� �EFL in (loc) Udefl L/d PLATES GRIP
TCLL 35.Q Plates Increase 1J5 TC 0.80 Vert LL -0.59 79-21 >789 360 MT20 1g7l1qq
(Roo`Snow=35.0) ( )
� TCDL 8.0 Lumberincrease 1.15 � HC 0.96 VeA(TL) -1.091fl-21 >418 240 MT16 116/127 �
� BCLL 0.0 Rep Stress Incs YES WB 0.90 Ho2(TL) O.B3 13 n/a Ne I
Coda MNSRC/iP12002
; BCDL 8.0 (Ma��) _� Wind(LL) 02319-21 >999 240 Welght:192Ib FT=O% �
ILUMBER -------- BRACING — -- —
I TOP CHORD 2x4 SPF No.2'Except' TOP CHORD Sttuclural wood shealhing directfy applled or 2-1-9 oc pud(ns.
T1:2x4 dF 1800F 1.6E BOT CHORD R' M cefil dlrectl a ied or 10-0-0 oc bracln Exce t �
� BOT CHORD 2x4 SPF No2"ExcepY � � Y p� B. p:
2-2-0 oc bracing:13-15.
62,B1:2x4 SPF 1650F 1.5E,B3:2xd SPF Slud WEBS 1 Row at midpt 7-17
� WEBS 2x4 SPF Stud'Except' MiTek recommends that Stabiilzers and required cross bradng be InsteNed —l
W5.W4:2x4 SPF No2 I during Wss erecUon fn accordsnce v�f1}i Stablitrer tnstallaUon pulde. �
SLIDER Left 2x4 SPF Stud 6-2-3,Right 2x4 SPF Slud 2-9-13 -
IREACTIONS Qb/size) 2=2110/0-3-B (min.0.3-2),13=2103/0-68 (min.D-3-5)
I Max Horz2=111(LC 7)
Max Uplffl2=-23A(LC 7},13=-235(LC 8} I hers5yr tetli�t�t01 ihlt p�an, i�fit�
FORCES (Ib)-Maximum CompressfoNMazlmum Tension {icai}On, W cepoH wos ptbpotdd 6�!
TOP CHORD 1-2=0/56,2-3=-589$l517,3-4=5852I453,45=-4�i35l326,5�E'i=452813q9,6-7=45461419,7-8=-257q/334,8-9=2q95/260,8-10=-25951241,�a t�s�94i!'@�ei t!'1���r��B°��0n
12-t3=-3413/286,13-14=0/57
� BOTCHORO 2-21=-4901518t.20-21=-377/4981,19-20=-386l4985,18-19�/707,6-1�-559/126,17-18=-0/23.1&17=-98/26q8,15-18=98/2848,1315=-15 � �01 1 Om o dufy Reetuend Pro-
� WEBS 3-21=-38/137,421=i1f388,4-19=-891l199,17-19=472658,7-18=-28Bl3876,7-17=-706/48,8-17=-602l132,10-17y838/7q4,i0.15=-3/278,1f'tG�adoEnglneer und�r Ihe fawa o�
NOTEB 1�ip S�o1e ot Minnarota.
1}�ryiad:.ASCE3_0.5;9AcnRh:ICDL�,9psf;BGDL=_4.9pst;h=_20ft;Cut.�I;.Exp.B;enclosed;.MWF_RS-(low-dse)-gable.end zone;-centilever.leR and dghl exposed _
-------------__ __ _ _ __
ertd veNcaf IeR and right euposect;Lumber DOL=1,33 pfate grip DOL=1.33
2}TCLL:ASCE 7-05;Pf�35.0 psf(Oet root snow);Cafegory 11;Exp B;Partleily Exp.;Ct=t i F { � . B 81 N S
3)Unbalenced snow ioads heve been considered fw this design.
q)This tcuss has been dosipned for grealer of mIn roof live load ol 76.0 psf or 1.00 tfines tlet roof load of 35.0 pst on overhengs non-conourrent wlth olher Ilve Q/1�'
loads.
5)All pfates are MT2Q plales unless olherw)sa IndicaFed. $e q(f t t' rt ,c 3 V Vy
I61 This fniss has been deslgned for a 10.0 psf bottom chord Ilve load nonconcurrent with atry other live loads. �
7j Beanrtg at ioint(s)2 cansiders parallel to gra(n value using ANSI/fPl 7 anB�e�o 9�aln formWa. BufWing designe�shoutd vedy capeGry of bearing surface. 0' �
8)Provide meGfanlcef wnnectlon(by olhers)o�Wss to hearfng plale ca bte of withslanding 2381b upIIR a1 joint 2'and 235 ib uptlR at)oint 13. • �
� 9)"Seml-rigfd plichbreaks with fixed heels"Member en used in the anafysis end design ot IMs Wss.
��I IOAD CASE(S}Stanciard �j ��� i� �
`r?4 1 '� '.'^.x`,r .
�__—_ � ____— . ___._____-- - �-- i
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Job , Tnres Tn�ac Type n�y � Skuclwel D�tO�CarceWs
, 7 � 1469R
PER74732 R2A ROOFTRUSS g�eveGerbedCieibarResiOence
P.E.RobMns,Vxlorfa IL 67485 7.610 a Jan 20 2014 M�Tek Mdustrfes,Uw• Wed 3eP 031�:OB:`'0 ZOtA Page 1
�2-0-0� 5 5 1 , 10.6-11 � 15-8-4 � 18-11-0 � 22-10-1 � 26-9-2 � 30-M4_ � 33-11-6 � 37-10-0 �9-10-0�
2-0-0 5-5-1 5-1-9 5-1-9 3-2-12 3-11-1 3-11 1 3 7 2 ' 3 7 2 3 10 10 2 0-0
Scale=1:70.3
Sx7 11
&00 12 ,
7
2-0-0� 2x8 I I 5x8�
�� B
��
9 2x4 I I
3X4 G �p
�; � 3x4�
�� 11
'i�
4x7� •�
3x4 i 3�``` �'�1�F2, 19 q O bx5 J
3x4 i % ' � � -_='"y 3x4� �
Y1(j;>-�`_;--'��� Zp 8X76= 18 �
�'''���'��^'!21 4x18 MT78= 7x10= 16 13 `�
2 ���;_--;=�'' 17
c' '/ ,:s:!�,.--'"�� 3x4� 3.0012 _ 6x8� 3x4+ 14�
a
L•-''' �14- 6x14=
8
NOTCH SHEATHINO FdR HANaER �4�
AS NEEDED. Z-O-O
NOTCH TRUSS FOR 2-PLY HEADER
&SHEATHING AS NEE�D.
2-2.Y"L✓c.
REPAIR TO CUT TRUSS BACK 11-9-8 FROM LEFT END AND ADD 2-PLY 24"LVL FLUSH BEARING AT JOINT 18.
TRIM NEATLY.
INSERT 2x4#2 SPF BETWEEN TOP AND BOTTOM CHORD AS SHOWN.
ATTACH 7/16"24/i 6 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WITH 1 d0%PL400
GLUE CONTACT AND(2)ROWS OF.131"x 2 3/8"IVAILS AT 3"C/C INTO ALL MEMBERS.
7-11-14 15-B-4 15- -12 21-4-7 26-9-2 � 32-1-13 , 37-10.0_J
7-11-1A 7-B-6 0- -8 6-4-11 5-4-1---1 -� 6-4-11 5-8-3
Plate Offse s : 2:0.1-8 E 13'0-t-8 E 19•0-&0 Q3-10 ----
LOADING(ps� SPACING 2-0-0 CSI DEFI In (Ix) Vdefl L/d PLATES ORIP
7CLL 35.0 P���m�� 1 15 � p,gp VeA(LL) -0.731&21 >818 360 MT20 197/144
(RoofSnow=35.0) ��yertr�crease t.t6 BC 0.9� VeA(TL) -7.3319-27 >3d1 240 MT18 118H27
TCDL 8•0 Rep 31rosa Incr YES WB 0.85 Haz(TL) 0.93 13 Na Na
BCLL 0.0 Code MNSRC/TPI2002 (Matrix) WMd(LL) 0.28 49-21 >999 240 Welphl:481 Ib FF=0%
BCDL 8.0 -
LUMBER BRACING
TOP CHORD 2x4 SPF No.2•Exoept• TOP CHORD SWchrtal waod sheaU�p direetly appBed or 2-1-4 oc pur6ns.
T1:2x4�F 18UOF 1.6E BOT CHORD Rigld ceAk�g dYeclly eppNed or 10�40 oc brednp, Excep►:
BOT CHORD 2x4 SPF 1850F 1.5E`Excep�• 2-2-0 ac brackig:l9-21.75-16.
83:2x4 SPF Stud,84:2x4 SPF No2 WEBS 1 Row at mldpt 7-17.B-1T
WEBS 2x4 SPF Sl�'ExcepC MITek teoa�rnenda thet S�s and requfrcd uoae bradnp be InsteUed
W5.W8.W4:2x4 SPF No2 d tntss erectl In accordance with SteWBzet InetaRaUon e.
SLIDER Left 2x4 SPF Sh�d 62-3,Right 2x1 SPF Slud 4-5 8
REACTIONS pb/size) 13=2t06/0-5-8(min.0-3-2).2=2106ro-5-R (min.0-3-2)
Max Horz2=t10(LC 7)
Mex Uplffll3=237(LC B),2=-237(LC 7)
FORCES (Ib)-Meximum CompresaioNMexirtwm Te�sion 1 lu�e ���i�' �
TOP CFiORD 12-1�3=-55241388,13-14=0/5�42/451,4-b=-4625l328,5�6=46181348,67=453�415.7-8=-283?J290,&9=-5287/398,6�10--5328/dB4.1 t�i�3+���e��d by
BO7 CHORD 2-21=-48715173,213-21-373/4959,1&20=-363l4975.t&19�/81.�79=658/IZS.17-18=-16132.t&17=-84/2936.15-18=-228/5212.1315= �,�„�y dkect�uper�s�n
VVEBS 17?79=47�85 21=Of388.4-19--892/199.7-7 9-288134 8 6,7-17=-387f318.&17=1924I200,&18=-79W3061,70.18=-312/103,11-16�-345H ond��1�§188,�12au�aQp4#�nd P�p.
iy ReB�
_NoxF� _ •;unol E�hrser+u�da�d'° towc of __
4)Wind:ASCE 7-05;90mph;TCDI=4.Spaf;BCOL=4.8psf;h=20ft:CaL 11;Exp B:endosed;MWFRS pow-rise)gaWe end zone;caniiev�left and rfght expo :�e St01A�����'
end veNce{bft end riphl e�osed;Lumber DOL=1.33 plele prip DOL=1.33
2)TCI.L:ASCE TA5;PF-35.0 psi(flat roof snow);Category Ii;Exp B;PattlsNy Exp.;C1=1.7
3)Unbalenced snow loeda heve been considered for Ihis design. ^""'� , g Q ggl N S
4)This Wss has been deslgned tor preeter of min roof Ifve load af 16.0 psf a 1.00 tlmes flat roof load oF 35.0 psf on overhanps rron-concurrent whh o0�er We P H�
loeds. ��,
5)FUI platea are MT20 piates uNess othenvlse In&�. �6�
6)Thls wss hes baen deelpned for a 10.0 psf botlom ehord Ave load na�rtent wqh eiry other Ifve loads. Re iltt I
7)Bearir�p et JdM(s)13,2 consWers p�aYel to grain velue using ANSUfPi 1 ar�le lo prs�(ormule. Budding desipner shout0 vaiy capadly of beminp sur(ace. �
8)Provlde m�hanfcal comecdon(by Whers)nf lruss to bearing plale capable of wilhstending 2371b upAR al JdM 13 end 237 Ib uplHl at JoiM 2. ' 4
9)'Semi-rigtd pHchbreaks wph fi�ced heels"Member end fixity mcxtel was used I�lhe analysis and dasiqn of this truss. ,
I
LOAD CASE(Sy Slanderd I
- -- ----�
�ob Truss Tr�ues Type �4� Py Strudur�Deaipn Concepts
PER747, 32 -- RZG1 �RppFTRUSS I7 � 1469R
&eve 6erber/GaibwRnWer�ee
P.E Robt�ns,Viqarle IL 81485 7.510 a Jen 20 2014 MiTek indusUies,tnc Wad Sep 03 71:08:50 2014 Pape 1
,-2-0-0, 5-5-1 , 10-6-11 , 15-8-4 , 18-11-0 , 22-10-1 , 26-9-2 , 30-4-4 3+ 3=11-6 �37-10-0 �5-10-0,
' 2-0-0 ' S-5-1 5-1-9 5-1-8 3-2-12 3-11-1 3-11-1 3-7-2 3-7-2 3-10-10 2-0-0
Scale=1:70.3
3-0-0 5x711
s.
7
,�� II
p 5xB J
�7"o- 3 � g
� 3x6 J
�a 3x4:• 5 9 2x4 I I
10
4 � N � .
� � 0� O 3X4�
O0 7� �� ���i � tb 1� 11
i � � i / � ��
6� 3x4 i i��� ��� i � 5X5�
� i 19
� i 0
3x4 i � � 8xt8= 12 3x4�
18 �
4 21 4x16 MT1B= 7x10= 13 N
µ� 3x4� 3.00 12 �� 15 r-
`� 0 6x8= 3x4� 14�
5x14= 18 L- L�/�L Vt- 6x14=
REPAIR TO ADD 2-PLY 24"LVL FLUSH BEARING AT JOINT 18 AND ADDiNG 1440 LB POINT LOAD TO BOTTOM CHORD
AT 11-6-0 FROM LEFT END WITH 120 PLF TOP CHORD/60 PLF BOTTOM CHORD LOADINGS FROM 0-0-0 TO 11-6-0.
ATTACN 23/32"48/24 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WlTH 100%PL4Q0
GLUE CONTACT AND(2)ROWS OF.131"x 2 3/8" NAILS AT 3"C/C INTO ALL MEMBERS.
ATTACH 17'2x6#2 SPF TO ONE SIDE OF BOTTOM CHORD OVER SHEATHiNG AS SHOWN WITH 100%PL400
GLUE CONTACT AND(2) ROWS OF.131"x 3 1!2"IVAILS IIVTO 2x4 BOTTOM AT 4"C/C STAGGERED.
ATTACH VERTtCAL 2x6#2 SPF TO ONE SIDE OF TRUSS OVER SHEATHING AS SHOWN BETWEEN FLUSH LVL
HEADER AND TOP CHORD WITH 100%PL400 GLUE CONTACT AND(2)ROWS OF.131"x 3 1/2"NAILS fNTO
2x4 VERTICAL WEB AT 4"C/C STAGGERED.
ATTACH CUT BOTTOM CHORD TO FLUSH LVL HEADER WITH SIMPSON LUS24 HANGER.
ATfACH 2x6 VERTICAL SCAB TO FLUSH LVL HEADER WITH(2)FASTENMASTER
.189"x 6"TLOK/NEADLOK OR SIMPSON SDS25600(.22"x 6")TOE SCREWS.
7-11-14 i6-8-4 15- -12 21-4-7 2B-9-2 32-1-13 37-t40
7-11-14 7-8-6 0- -8 5-4-11 5-4-11 5-4-11 5-5-3
Plate lfsets • 2:0- 13b-1-8�e1.fi9•0-8-003-101
LOADINO{ps@ SPACIAIG 2-0-0 C81 D2FL In (bc) Udefl Ud PLATES GRIP
TCLL �•0 p�es Inaeese 7.15 TC 0.80 V LL) -0.73 1&21 >618 380 M72p �g7Nqq
(RoW Snovr 35.0) Lumber Increase 1,15 BC 0.97 Ven
TCDL 8.0 Rep S1ress H�cr yES (T�) -1.33 15-21 >341 24D MT16 t 18/727
BCLL D.0 Code MNSRC/TPI2002 � �'�' H°R�T�) 0.83 13 Na Ne
BCDI 8.0 1��) NArMl�.l) 6.2819-21 >998 240 W
____ et�nr.rs�� Fr=ox,
LUMBL=R BRACNJG
TOP CNORD 2z4 SPF No2`Except' TOP CHORD SWdural wood shee0dng�ecMy applled pry_�.q p�p���
T1:2x4 DF 7BOOF 1.8E BOT CHORD Righl ceUuig dhectly appHed a�p.p.p�p�0� ��:
BOT CHORD 2x4 SPF 1850F 1.5E'Except• 2_Z p���:������8
B3:2z4 SPF 5Wd,84:2x4 SPF No.2 WEBS 1 Row a1 rMdpt �_»,8.��
WEBS 2x4 SPF SWd'Exaept• MITek recommands That StabAhers and requked cross bradnp be lnslslied�
WS.W8.W4;2x4 SPF No2 durin Wsa ereqlon In a�orye�e wilh Stabllizer IneWp80on auide.
SLIDER Left 2x4 SPF Stud&2-3,Ripht 2x4 SPF Slud 4-5-8
REACTIONS (iblslze) 13=2106N-6-6(min.0-3-2),2=2108N-5-8 (tnin.0-9.2)
Mex Hort2=170(LC 7)
Max UpINH3=237(LC 8),2=.237(lC 7)
�.,,...�r
FORCES (A�)-Maxlmum CompressloMNa�dmum Tenalon ���*{s p{on,9Q�'
TOP CNORD t-2=0/56.2-3=-5888/516,3-4=584y451,45=-4826/3p6,5-8�I515l346,&7=4538/415,7-8m-283?J2�,&9�5281t396,&1�5328/38q,�a t����°�arod by
12-13-5524/386,1314=0/66
BOTCHORD 2-21=-48715173.20.21L373/4959,19-2�383/4975.18-19�J81.&19z556/1Z5.17-18=18132.18-17�84l2936.15-18=228l5212.13-15=-2 /9Jj7p�y�{� p1y����
WEBS 3-27�381138,4-21=0/368,419=8921199,7-19=288/3488.7-17=367/318,&17=-7924/200,8.18z190/3087,�0-18=.312lf03.11-18=345/11 49'15=-78Q�8�17tit 5a0/3tlGy� ��
17-19---41/2885
___.._P10S�S 011d d10t 1 �'P n'd
_.� _�. --
_ -- ���n0�
---- --------- ---- ----- _-- ._------- �l�3.--
7}Wlnd:ASCE 7-08: __---------- - --- -.--.__ __. ._._--
90mph;TCQL�.Bpsf;BCDL 4 8psh h=20ft;Cal.p;Exp B;enc�oaed;MWFRS(low-rfse)gebie end zone;canlileve�bR mid right exposed;
end vertk:al 1eft and hght e�osed;Lumber DOL 1.33 plefe grip pOL=1.33 �� �he Saro of M- t"""°�'
2)TCLL:ASCE 7-05;Pf=35.0 pst(flat roof snow);Category 11;Exp g;partleqy Exp,;Ct=1.1
3)Unbelenc�ed snovy beds heve been cans)dered for this design. R a�N S
4)Thls trusa has been desl8ned tor�eater of min raof Ave loed of 16.0 pst or 1.00 tlmes flat roof bad of 36.0 psi on overhfmgs non.00�cu�nl wph oUrer Ove P�(
losda.
s�ai�a�es me►�rzzo�eiee u�as owe�w,a�aeed. OAiE• -
B)This Wss has been desigrred tor a 10.0 psf bottom chord lire bed no�l wNh Ny piher Iive loads.
7)Bearing at Jolnt(s)13,2 conslders pareMel to prahi value using ANSIlfPi t angie to grain formule. BWidlnp designer shouW verify cepnp'ty a(be�p�{�. R! 1�ttal}o
8)Peovide mechenicd connection(by othersj W lniss tp bearing plate cepeWe ot withsfen�g y37 Ib uplltt at jdnl 13 a�d y37 Ib upMt at jWnt 2. •
8)"Seml-rfptd pltrhbreaks wilh fixed heals"Member erM tixity modni wes used h�the analysls and desipn ot fhis Iruss.
LOAD CASE(S)3landerd �
- _ j
--�
Job Ttuas Truss Type Qty Ply SUucUual Dselpn ConeeWs
, 1459R
PERt�732 R1 MOD.QUEEN 1B 1 Sleve GerhedGeA�er ResWe�xe
P.E.Robbins.Viclaia lL 61486 7.510 s J�20 2014 MRek Mdusuies.Inc.Wed Sep 0317:07:00 2014 Pape 1
2 6 0, 6 3-14 , 12 7 7 , 18-17-0 , 25-2-9 � 91-8-2 , 37-10-0---._i38-10-0�
~2-0-0 � 8-3-14 6-3-9 6-3-9 6-3-9 8-3-8 6-3-14 ,2-0� �
� Scda=7:88.2
5xb=
8.00 12 7
3x4� �4�
3xg� 8
B 8x6�
6 9
&
2x4�� 2z4/i
4 � 10
i
3x4�
3X4 i � i � � i � � i /� i/� i i i � � 11
. 3%4 i 3 ������i ���i/��i� �� ����f �i��� i 3%4�
Q ' 'i�i` � � � � � '� � � � � � � � �i i
� . � i � � i� 12
q 2 i.' � ; i i: i i� � i� � , �� � i i; i
a� � 13�
_ 18 17 � 16 16 14 s�-
�4 �= 410-0 3�t6= 3x418-10-0
1&2-0
17-1P4
REPAIR FOR CREATING A 410-0 WIDE x 1-0-0 TALL VAULT STARTING AT 16-2-0 FROM LEFT END.
INSERT 2x6#2 SPF BETWEEN DIAGONAL WEBS W2 AS SHOWN.
fNSERT 2x4#2 SPF BETWEEN BOTTOM CHORD AND 2x6 EACH SIDE OF OPENING AS SHOWN.
ATTACH 7/16"24/16 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WITH 100%PL400
GLUE CONTACT AND(2)ROWS OF.131"x 2 3/8"NAILS AT 3"C/C tNTO ALL MEMBERS.
9-5-11 18-11-0 , 28-4-6 } 37-10-0 - '
9-6-11 9-55 9-5-8 9-6-11
Piale OHsals X Y: 2:U-0-110-3-0 12:0-0-11 030
LOADIN(i(ps� SPACIN(3 2-0-0 C81 DEFL In (loc) Udell Vd PLATES OPoP
TCLI �.Q Plales Inaease 1.15 TC 0.80 Vert(LL) -0.26 7418 >989 3B0 MT'20 197MM
(Roof Snovv�35.0) Lumber lncreese 1.15 BC 0.94 Vert(Ty A.54 7416 >82B 240
TCDL 8.0 Rep Shess Incr YES WB O.bB Horz(Tl) 0.18 12 Na Na
BCLL 0.0 Code MNSRC/fP12002 (Maltbc) Wind(LL) 0.10 1618 >989 240 Welpht:182 6 FT=0%
BCDL 8.0
LUMBER BRACING
TOP CHORD 2x4 SPF t850F 1.5E TOP CHORD Stnrdurei waod sh�lhing dlredly appikd or 2-8-14 oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Pogld cehhp directly eppliad or 2-2-0 oc hradng.
WEBS 2x4 SPF Stud WEBS 1 Row at mtdpt 8-18,&16
SLIDER Left 2x4 SPF SWd 35-5,Righl 2x4 SPF St�355 MRek re�mmends Ihet StaWllzefs end raqidred cross brednp be irolslled
t e acmrd�ce wNh I
RE{tCT10NS (Ib/slze) 2�2103/0-8-8(min.43-5).12=2103/45-8(min.0�3-5)
Max Ho22a117(LC�
Max Up01t2=24t(I.0 7).t2=241(LC 8)
FORCES pb)-Maxfmian CompressloNMexlmum Tension
TOP GHORD 7•2a0J80,2-3=-3280/258,3-4=-3776/P82.4-BQ-28891185.68=2747270,&7�-2184/249,7-8=2184/249,8-9=2747/270.B-t�-2B69265.10-11=3176/282,11-12a-3280J259.12-13=0l80
BOT CHORD 2-18-250/2781,i7-t8=158/2401,7H-17-i58/2401,15-18=B12407,1415=-8iJ2401,12-74�-140/2781
WEBS 4-18=267H34.fr18=-4l388,&16=998H95,7-16a-715/1359,&16=-888/195,8-14=-4/388,10-14n-287/134
1 hs�eby urGfy Ilrot Ilas Plon. �SF
No�s fica�ion. a r A ww n oced b
t)Wind:ASCE 7-05;90mph;TCOLm4.8psf;BCDLa4.8psf;IwZOR;CaL N;Exp B;enc•bsad;MWFRS(low-rise)gable�d zare;canUlever kR a�W Aght e�osed; � P P Y
end vertical IeR wM tfghl exposed:Lumber DOL�1.33 plale g�ip DOL=1.33 me a uada� my dinct superYlsbn
2)TCIL:ASCE 7-05;Ph35.0 paF(flat roof snow);Category II;Exp B:Pa�lly F�cp•:G=1.1
3)Unbelanced snow bads heve been cansldered for UUdss desfgn. anJ IFoI I om a duly RagUtmd Pra
a�;es�wss hes been desipned tor grester of min roof qve bed of 18.0 psf w 1.00 times flat roof load of 35.0 p�on werha�s non-concurrent with olher tive ���� Eng'�neer uader the lawi of
5 TFds W ss hes been desipned tor e 10.0 psf hodom chotd ive loed nonooncurtant with any oUiaz 4ve bads. -!ho_St� . 10BQ1010
- e s conn o,en o_ _. 2 e and 41 etJdn112.
7)'Seml-rigld pftchbreaks wflh Wced heels"�aemnar ena roa�y modei we�wea m me anety+�is and aasian or'ms a�.
_.,..�....
�oaocase�s►sre�ard P tllfP ��R0881NS
.DATE• �,.Sr
�e�rrcrlo� go, 23689
----;
Job � TAies. Trues Typa
� �h� PN StruG�rcal palpn Concepls
'PERt4732 R1A/ M�.��� �� 1459R
7 SteveOerher/C4erbarReeldence
P,E.Robbina.VGoria�I,61 -
de
7.510 s Jan 20 2py4 MRek IndusMes,Inc. yyed Sep 0311:07:00 2014 Page 1
-2-�-0 6-3-14 12-7-7 18-11-0
2-0-0 6-3-14 25"2'9 31-8-2 37-10-0 9-1b-0
8-3-9 &3-9 6-3-9 8-3-8
6-3-14 2-0-0
Scale=1:68.2
�5=
6.00 12 �
i
3x8� s� 3X4�
8
8-0•0 5 3�c&�
9
2x4\�
� 4�i
3X4� �_
� 3x4� 3 �q�
11
2 3x4 J
�� � I 12
"�'B � 2-QO F B2 13��
�= 8 � 17 1 1 x 912"2.OE LVL 16 5 14
21-0-0 Bxg=
4" 17-0-0 = 3x4=
3-0-0
--- 25-9-0
REPAIR FOR CREATING A 17-0-0 WIDE x 1-0-0 TALL VAULT STARTING AT 4-0-0 FROM LEF1'END.
INSERT 1 1/2"x 91/2" 2.OE LVL BETWEEN TOP CHORD AND DIAGONAL WEB W2 AS SHOWN.
INSERT 2x4#2 SPF BETWEEN BOTTOM CHORD AND LVL SIDE OF OPENING AS SHOWN.
ATTACH 23/32"48/24 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WITH 100%PL400
GLUE CONTACT AND(2)ROWS 2x4 MEMBERS&(4)ROWS LVL OF.131"x 2 3/8"NAILS AT 3"C!C INTO
ALL MEMBERS.
9-5-11 1&11-0
9-5-11 9-b-5 2&4-5 37-10-0
Piete offaetc : 2:aa11 aa-o �2:0-0-110-30 9-5-5 9-5-11
LOADING(psQ
TCLL 35.0 SPACING 2-0-0 CSI DEFL In Qoe) Udefl �
(Roof Snow=35.0 Plales I�crease t.15
) TC 0.80 Ver1(LL) -0.2614-i6 >ggg PLATES GRIP
TCOI a.0 ��ber�ncrease 1,15 � MT20 �g7��qq
Rep Sltesalncr YES 8C 0.84 Vert(TL) -0.54 tq-16 >626 240
BGLL 0.0 VYB O.bB Horz(TL) 0.18 12 Na Ne
B DL 8.0 Code MNSRC/TPI2002 (�y►el�bC) Wlnd(LL} 0.1016-i >999 240
LUMBER a WelghL'162 b ��pq�
TOP CHORD 2x4 SPF 1850F 1.5E BRACING --
BOT CHORD 2x4 SPF No.2 TOP CHORD Structural xrood Sheethin8�(��q�y epplied a 2��4 x pu��
WEBS 2x4 SPF Slud BOT CHORD Rlgtd celpng dhectly eppNad or 2-2-0 oc breGng,
SLIDER LeR 2x4 SPF Stud 35-5,RipM 2x4 SPF Stud 35.,5 �BS 1 Raw et midpt 8-18,&16
MITek rec��fhal SlabiAzers end required aoss 6racJng be InsfaHed
REACTIONS pb/size) 2=2103/O.Sg (min,p.3-b),72=21p3lp.sg(mfn.0-3-5) d� � �e with SteM er s
Mex Horz 2=111(l.0 7) e.
Max Uplifl2=241(LC 7j,12=2q1(LC 8) ���� •
FORCES pb)-Maxtmum CompresefoNMaximum Tension 1 h�tsl/y arl�IhW 1�is�, !�
TOP CHORD 1-2=N60.2�=3280/2b9,3-4�3176/282.4-5=.2989/255,Sg�-2747/270,e-7=2184/249.7-8�-2184/249,&9=2747270,8.1R=298gl2g5,10.YfIfAHOU, pt t!(lOtl WOS llt0�lOfAd�/
80TCHORD 2-78=-250l2�81,17-1�.158/2401.18-17=-158/240},15-18=-87/2401.14-tb=-81/2401,12-14=140/2781 m�c����ll�'�6�!/W9t�iW80
WEBS 4-18=-287/134.8-18=4/3gg.�t6�..gg8/145,7-18=-11511359.&18=998/1g5.g14=-4/3g8.10.14�287/134
e oad I�ot 1 am o duly Regdrored Pro-
ij Wlnd:ASCE 7-05:90mph;TCDL=4.8psF,BC�L=4.Bpsf;h=20tf:Cat.fl; � -feri�onol_Engi�uundec d�Imra of
e�d verticat left e�rlpht exposed:Lumber DOl=i.33 kte �8'��d;MWFRS(low•rise)gap�e end zone;cenUleye�Ie@ end r�►��gxposed
2}TCLL:ASCE 7-05;Pf=36.0 psf(}lat roof snow);C,al p ��.�P DOL=1.33 Ihe Sfo�e of inna f0.
3)Unbeianced sraw loeds have been considered for IM�aign�B'PartIeBY�P•;C1=1.1
4)Thls Wsa has beeri designed(or greater of min roof Nve bad of 18.0 ps(or t,pp d�eg rye���pf�a��Q ps�����g�nt wdh olher frve
��5, e PHiI! . ROBBINS
I; 5)7�S Vuss has be�designed for a i0.4 ps(boftom chord Ove load no�yyph em,�r tiva loads.
8)Provide mechen�al oonnecUon(by Whers)W W�lo y��9�le cepaWe o(wHhstendfnq 241�upyR al �ATE�
� 7)"Seml-rtpW dtchbreaks wllh flxed heels"Member and Ilx{ty madel wes uaed►n Iha a s and d �2�241 Ib c�tlft al jolnt 12.
�YS� �inotlhts�russ. Re letrotlo o. 23689
' LOAD CASE(S)Standard
o �• �
--- I
' Jdb Tniss Tmss Type Qh Ply SWUwaI DeslBo ConceP�s
1459R
PER14732 - Ri8 MOD.pUEEN 7B 1 S�evaGerbedGerberResidance
P.E.Robbins.Vidoria IL 61485 7.570 s Jan 20 2014 M1Tek Induslriea,irtc.Wetl Sep 0311:07:00 20t4 Page 1
,-2-0-0, 6-3-14 , 12-7-7 , 18-11-0 , 25-2-9 , 31-&2 37-10-0 �9-1QA,
' 2-0-0 ' 8-3-14 6-3-9 6-3-9 ' 6-5-9 6-3-9 6-3-14 2-0-0
Scale=1:88.2
6x5=
6.00 12 7
3x4� 3x4�
3x6- 6 8
8-0-0 — 3x6�
5 g
2x4 O
4/i
( T
3x4� _,._ p �4�
a 3x4� 3 a 11
.d� a' 3x4�
r� 2 12
d 1 �� 2-0-0 � B2 13
x8= �8 17 1 1 x 9 7/2"2.DE LVL 18 5 14
Bx8=
24-0-0 = 3x4=
4' � � 240-0
25-&0
REPAIR FOR CREATING A 20-0-0 WIDE x 1-0-0 TALL VAULT STARTING AT 4-0-0 FROM LEFT END.
INSERT 1 1/2"x 9 1/2" 2.OE LVL BETWEEN TOP CHORD AND DIAGONAL WEB W2 AS SHOWN.
INSERT 2x4#2 SPF BETWEEN BOTTOM CHORD AND LVL SIDE OF OPENING AS SHOWN.
ATTACH 23/32"48/24 APA RATED SHEATHING TO BOTH SIQES OF TRUSS AS SHOWN WITH 100%PL400
GLUE CONTACT AND(2) ROWS 2x4 MEMBERS&(4)ROWS LVL OF.131"x 2 3/8"NAILS AT 3"C/C IN70
ALL MEMBERS.
9-6-11 18-11-0 28-4-5 37-10-0
9-5-11 9-5-5 9-5-5 9-5-11 �
Plela O%eels X : 2:0-0.11 0-3-0 12:0.411 0.3-01
LOADING(ps� SPACING 2-0-0 CSI
TCLL 35.0 DEFL in (toc) Ildell Ud PLATES GRIP
(Roof�Snow=35.0) P��es Increase 1.15 TC O.BD VeA(LL) -0.28 14-18 >99g 3gp
Lumberl�crease f.i6 MT20 197l114
TCDL 8.0 Rep SUess Incr YES � p:58 Hert(R) -0.54 14-18 >82g 2q0
BCIL 0.0 Code MNSRC/iP12002 O2R�� 0•18 �2 Na Na
BC L 8.0 ���) WaW(ll) 0.10 16-18 >999 240 Welphl:1621b FT=096
LUMBER BRACWG
TOP CHORD 2x4 SPF 1650F 1,SE TOP CHORD SWGureI wood sheaUNnp dpecyy�pped or2-8-14 oc pwlins.
BOT CHORD Zx4 SPF No2 80T CHORD RIgW celWig direcUy eppl)ed or 2-2-0 oc bredng.
WEBS 2x4 SPF Slud WEBS 1 Row et mtdpl 6-18,8-18
SLIDER Left 2x4 SPF Slud 3�5.5,RIgh12x4 SPF Stud 35-5
MiTek recommends lhet Stab@zens and requtred aoss bradng be Inslalled
REACTiONS (Ib/size} 2=2103l0.S-8 (min.0-3-5),12=21p3l0-5-B (min,035) durin truss e ctlon in a th bNf¢er tsYatlo� e,
nnexHorz2=�tt(�c�) i hero�1f(y tho� �hic plon, spKM
Max U�fi2=-241(LC 7},�z}za���c e)
FORCES pb)-Maximum CompressloNMeximurn Tensbn ficallon,cr cePnrt wos prepured by
TOP CHORD 1-2=0/60,2-3=-3280/259,3-4=3176/282.4.5=-286912b5,6.gm.y747@70.&7=2184/249.7-8=-2184f249.e-e=-z�4�mo.e-�o=-zesarzss.�a �9� y� �y� �tlP°^'ubn
BOTCHORD 2•f8=25Qf2761,17-18=158f2401.78-17=15BJ2401,15-16s-81/2401.1415�81/2401,12-14�-14D/2781 m 9�LOC•�1-12�28D�'��
WEBS 41B=287/134,6-18=-41388,6-78=998l195.7-1�-11511359,8-18=998/795.&14=4/388,70-14=287H34 ond Ihoi 1 om G �Y
woTEs f��unoi Eagineer uader 1he low�of
i)Wind:ASCE 7-05;90mph;TCDL=q.8psf;BCDL=4.8psf;h=20ft;Cet.II;Exp B;endoaed;MWFRS(bw-rlse)pabte end zone;cenWever bft and rtghl exposed �� ��e o� - — -
end verUpl lefl and right exposed;Lumber DOL=1,33 plata grip pOL=1.33
2)TCLL:ASCE 7-05;Pf--35.0 psf(Ilat roof snow);Cetagory II;Exp B;PeA�qy Exp.;C(=1,1
3)Unbalanced enow loads heve beert eonsidered for tids design, p�," , 0 a���$
4}This huss has been deslpr�f tor prealer of min roof Ilve load ot 16.0 pe(w 1.00 qmes flat roo(bad ot 35.0 psf on overhanps nonconcwroM x�W����g
loaas. QA�
e�rnis n�,5s nes naa�aes�oea ra e�o.o�r n�m a�a u�road o��r�,rr«n�nm�y w�,er u�e rosas, 2 3 6 84'
6)Provltle mechanlcet cafnedion(by oihers)of tnrss lo bearing piete capa�e of wilhstarWinp yq�Ib upiqt at JdM 2 end 241 Ib up�ifl al Joint 72, R e 1ltfotti on o�
7)"Seml-rigid pitchbreaks wNh foced neels"Member end ibdiy modei wes used�n Ihe anelysis end deslgn of Ihis buss. ,
LOAD CASE{S)SlaMard
.lab Truss
Trusc Type
PER14732 , R1Gt �NK Qty Ply S����CmlCepts
� �f 1459R
P.E.Robbins,VldoAa 1L 61485 G S���erber Resldence
7.510 s J�ZO 2014 AMTek Imlustrles.Inc. Wed Sep 0311:07:07 2014 Page 1
�'2"8 13-D-12 16-11-0
7_2_g 5_1� 24-e-4 30.7-8 37-10-0
5-10-0 5-10-4 5-10-4 7-2-8
Sc�le=t:s1.7
8x8=
I6.00 12 5
7��
Bx8� q T2 6x5 Q
8
-fl'0 �
W 6-0-0 7 a.
�xa��
2 2xs ii
e
� � ` � �
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t p ♦ � � � O
r} 4 \ \ \ \ \
d 81 \ \ \ \� � 9
N g! � ♦ � �
4x8� � �q 81 q
3 T_ 12 t1 �p �o
12x1 Bxe= � _ 6x7= 6xe= 4�= 4��
4-8-0 -
1 5-0-0 4-6-0 Z-/��/g:.L li�.
- 16-0-0
REPAIR FpR CREATING A 4-6-0 WIDE x 2-0-0 TALL VAULT STARTING AT 15-0-0 FROM LEFT END AND RAISE INTERIOR BEARING.
INSERT 2-PLY 2x6#2 SPF BETWEEN DIAGONAL WEBS W2&W4 AS SHOWN.
INSERT 2-PLY 2x4#2 SPF BETWEEN BOTTOM CHORD AND 2x6 EACH SIDE OF OPENING AS SHOWN.
INSERT 2-PLY 2x4#2 SPF BETWEEN DlAGONAL WEBS W2-W3,W3-W4,W4-W4,&W4-W3 TOP EDGE OF SHEATHING AS SHOWN.
ATTACH 23/32"48/24 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WITH 100%PL400
GIUE CONTACT AND(2)ROWS OF.131"x 3 1/2"NA(LS AT 3"C/C INTO ALL MEMBERS.
� 10-0-0 18-0-0 21-10.0
10-0-0 s_p-0 29-1-14 37-10-0
5-10-0 7-3-14 8-&2
LOADING(ps�
TCLL 35.0 sPACIN6 2-0-0 CSI DEFL
(Roof Snow�35.0) Plates Increase 1.15 TC 0.22 i� flOC) �fl � PLATES GRIP
TCDL 8.0
Lumberincreese 1.15 BC 0.29 Vem��� -0.11 1-15 >999 3H0 MT20 �g7��qq
BCLI OA ReP Slress Incr NO VaA(TL) -0.20 1-15 �958 2qp
Code MNSRC/TPI2002 � �'97 HoR(T�) 0.03 9 Na Na
BCDL 8 0 (��) Wind(LL) 0.05 1-15 >899 240
LUMBER W��6�41b FT=pq6
TOP CHORD 2x8 SP 2400F 2AE BRI►CMiG --
BOT CHORO 2x8 SP 2q00F 2.pE TOP CHORD Struclural wood sheat��wY�Ned or 6-40 oc purGns,
WEBS 2x4 SPF No.2 BOT CHORD Rigid ceAing dlracfty applled or g_p.p oc bracinp.
WEBS 1 Row at midP� 5-13.4-13
REACTIONS (16/size) 1=3456�_5.8 (min.0.1-8),1�12352/D.38 (req.0-5-p).9�3285/0-58(min.0-i-8)
Mex Harz 1=-82(LC 5)
Max UpBft1=357(LC 7),13=-1385(LC 7),9=-35g(LC 8)
Max Grav t=3518(LC 2),1�12352(LC i),9m3391(LC 3)
FORCES (Ib)-Ma�dmum Compresslory►u�ax�Tension
TOP CHORD 1-2--qg81l52B,2-3=-3874/483.3.4=-33pg/553,4-5=122/3028,5-6-91g/3gg,g.1=-3784l687,7-gz4323/578.8-9=-4918/555
80T CHORD 1-15=-384/4139,l41b=-88/315,1314a•89l315.12-1�757/463,71-12�ON722.10.11=011722.&�1 W-347/4185
WEBS 5-12y519l3833,6-12=-3012/535,8-1�-47313357.&10�-1414/310,b-13=-592y5g2,413�pq7l871,4-15=-888/7327,2-15=1434l348
I NOTES
i1)Z-Ply truss lo be connecled lopelher with t Od(0.131'x3")naiis as Iollowe:
Top chords connected as follows:2x8_2 rpws Stapge�al 0-9-0 ac.
BotWm chords connected as folbws:Zxg_p ro�a��ered et 0-2-0 oc.
Webs connected as follows:2xq-i row et 0.5-0 00.
� 2)All loads ere consldered equaUy aPPlied to ali plies,except N noted as frpnt(F)or bedc(B)face fn IFie LOAD CASE(5)section.Pry to pIy cpnne��p�s heve � ��y ����,��
f been provlded to dlsUibu(e onty loads rw�ed as(F)or(B),uNass otheruiqse h�t�,
1 3)VJfnd:ASCE 7-05;BOmph;TCDL=4.8psf;BCDl=4.Bpsf;he20ft;Cat.ll;Exp B:endosed;MWFRS(low-dse)gable end����pe�.���ht expo ��' �ropal W°� Pnpmed 6�r
end verUcal IeR�d ripht axposed;I.umber OOL=1,33 ptele grip DOL=1.33
. 4)TCLL:ASCE 7-05;P/=35.0 psf(flat roof srlow):Calegay II;Exp B:Pardel�y Exp•:C1=1.1 me a u�er nry dka��eperv�sbn
(' 5)IJrtbalanced snow loeds have been cons�derod�a�S�8�� on� IMaf I am c duly RaglNend Pro-
8)This huss has been deslpned for a 10.0 ps(bottom chotd Ilve load ipno��nt�ry��,o�ry�e bads.
E 1►_WA13NtNG:.Raquuedbea�9-sEze.�Jolnt(s)13. H�
� 8)Provlde mechantcal oonnectbrt ����I�� �elfionol En ftleaf undet Ihe�Owa Of
(bY ofhers)of Was to bearin lale �a�e.--------------_ --------- 9
9 P �P�le of wNhstan __------- ---___._-----
�M 9. �nB 357 tb WNft et Joint f.13B5 Ib upliR el Jolnt 13 and 35g m u� I�y S1W! j ------ - -
9)GiMer caMea Ue-in span(s):&0-0 frorn p�p.p to 37-ta0;8-O.p irom p.p.p�0 37-1a0
10)"Semi-rlgid pkchbreeks wNh dzed heels�Member end fi,dly model was used k�ihe mialys�s and dealgn o{tMa truss.
71)Hanget(s)w other connectfon deWce(sy shaA be pro�ided S�er���o$�rt����ted load(s)4400 Ib down and 503 i6 up at 10.0-0 on popom� P Hi! i� E, R Q B I N S
The dealpNseledion of such eonnedfon device(s}is Ihe responWMllry of Whers.
LOAD CASE(S)Standard
o.rE �4
t)Deed+�w(belanced):Lumberincrease=1.15,platelnaeese=1,�5 Rs ifftotlort O. 236�
UMform Loads(Plfy
Vert:1-5=-232(F=146),5-9=232(F�1A8),t-9=-162(F=148) � �
Concentrated LoeOs(Ib)
Vert:15=4400(Fy �
�_� �� DATE TIME �
CITY OF ORONO CALLED IN / - �
INSPECTION NOTIC SCHEDULED - �
PERMIT NO. 'D .3 COMPLETED
ADDRESS �� ��� U�Z-�� /��
OWNER TELEPHONE NO. a�� g9
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�; DESCRIPTION � v
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Q �FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z
INSULATION ❑ WOOD BURNERIFIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. � FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
2 NE NTRACTOR TO MEET YOU:�YES_NO
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W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE
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O �O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDiT10N WITHIN HOURS. ❑ pHOTO TAKEN
INSPECTOR W4LL REfURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
ef.t next inspection 24 hours in advance. (g52) 249-46��
wnerl ntractor on site• s��
Inspector. -� `:.--
White Copylinspector's File Canary CopylSite Notice
P�` ✓
Ci�`� DATE TIME
CITY OF ORONO CALLED IN ��_a_,�,__�__ �
INSPECTION NO IC ([� SCHEDULED ��„�'(n/'I�
PERMIT NO. � �`� COMPLEfED � � �
ADDRESS �%�D O I�d Y���� '�
OWNER,�$��I��TELEPHONE O.L��a�`��'�
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j, DESCRIPTION �
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q c�"FFtAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
� ❑ DEMO-SITE �PTIC INSTALL
Z OWNERlCOf�IiRACTOR TO MEET YiOU: YES_NO
� COMMENTS: \
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0 7 w�aba�s -
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W ❑CORRECT NfORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY
V BEFORE CONERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
I for tl�e next inspection 24 hours in advance. (952) 249-4600
Ctor On site. s� �v� G e.- s✓ —
Inspeator: �
yyhite Copyllnspeetor's File Cenary CopylSka Noties
� �� �� �
��],�11 DATE TIME
CITY OF OROM' t�D I� . '� �� ED IN
INSPECTION NOTIC SCHEDULED �f-�--/ � �
PERMIT NO. cOMP ETED ��
ADDRESS �J [/YD�2� �� �o�- �
OWNER �y"� �'���-�TELEPHONE NO.����3�� �1�7�
CONTRACTOR �S
��
j DESCRIPTION
ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q �FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
� ❑ DEMO-SITE ❑ SEPTIC INSTALL
2�NTRACTOR TO MEEf YOU�ES_NO
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATiON ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor on site: st�ve-
Inspector. Q / '"'' 7'�—
White Copyflnspector's File Canary CopylSite Notice
/ �/
�� S DATE 71ME
CITY OF ORONO cnLLED IN ��
INSPECTION NO CE ,bl�SCHEDULED �
�EAMIT NO. COM�LETED
ADDRESS �C� d I'�C�1'1 C� � rGY%� Q� �
OWNER �, c i'� � TELEPHONE NO. ���c��9�
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� DESCRIPTION 1-� ,
41 ❑ FOOTING ❑ DEMO-FINAL �,q�/'.� ❑ SEPTIC FINAL
� ❑ POURED WALL ❑ PLUMBING RI ��G EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL R ��TREE REMOVAL
2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ A UILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v EM -SITE S PTIC INSTALL
? N NTRACTOR TO MEET YpU: YES_NO
y ENTS:
� J� IvrlN�i..�S aw, /� S..P� —
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� �'�C SATISFACTORY:PROCEED ❑PROJECT COMPLETE
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O ❑CORRECT NlORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WFLL RETURN ❑�TATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O INSPECTION REOUIRED.CALL TO ARRANGE ACCESS.
11 for the next inspection 24 hours in advance. (952) 249-4600
ctor on site: ��1�
�nspector: ��
White CopyflnspecMr's File Canary CopylSite Notics
� �
��/`� � /
✓ DATE TIME
CITY OF ORONO CALLED IN ��7� � ' o-z�'.,
INSPECTION NOTICE�[ �j �SCHEDULED
�ERMIT NO. b��� 7 ��`��u COMPLETED
ADDRESS � � %�� �L ��
OWNER TELEPHONE NO. �c�D v7�3 J��
CONTRACTOR
� �..y�'l-�.!��
� DESCRIPTIO I
lt� ❑ FOOTING ❑ DEMO-FINAL - ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z 0 ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� I ULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
J ❑ DEMO-SITE ❑ TIC INSTALL
Q OWNERICONTRACTOR TO MEET YOU: YES_NO
z � � _ � � _�� _
c�., COMMENTS: �
�
W
a
o �ks yrt � << �ex - a� �.� ,.��r, "
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W ❑WORK SATISFACTORY.'PROpCEED�� „�S � ❑ PROJECT COMPLETE
w �F6Q�RECT WORK 8 PROCEED ��c�� ❑ ISSUE CEFTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION v K � TEMPORARY
V BEFORECWERING ��� pERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL REfURN
n ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR � /�j� � ��s�`� ^
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 2a hours in advance. (g52) 249-46��
OwnerlContractor on site: ��eU�
Inspector.--� � w-�
White Copyllnspector's File Cenary CopylSite Notice
� � ��
/ �i DATE TIME
CtTY OF ORONO cnLLED IN
INSPECTION NOTIC z SCHEDULED ��•
PERMIT NO. �G�`� COMPLETED
ADDR ESS � D��� ���'��-�--2� 'r
01MNER �e��� TELEPHONE NO:�°�� �153�����
CONTRACTOR
� DESCRIPTION ����
�y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
�Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE�NSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ,
v �FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ S PTIC INSTALL
? OlMNERICO�fTMCTOR TO MEET YW:�YES_NO
� COMMENTS: � �eG- �i��G ' 3 'D� �' � �
4 ' S, �0- -�- C.o . .�.�E��✓s - l�!�
o - �yr�ss- ��
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O ❑CORRECT VNDRK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CdVERiNO PERMANENT
❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHpTO TAKEN
INSPECTOR WlLL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED
❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS.
Ca8 for the next inspectfon 24 hours in advanoe. (952) 249-4600
OwnerlContractor on site: �r�v�--
Inspector: �
WMte CcPYAnapector's Fib Gna►Y�PYfSlts Notfcs