HomeMy WebLinkAboutAPPLICATION, CO, MULT DOCS - 08-00455 - 641 S 12th W - Detached Garage,`
�G
Z
CI CY U t Certificate of Occupancy
�
REXBURG City of Rexburg
- "''
America's Family - -- - Department of Community Development
Corzruird:r
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax
359 -3024
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
0800455
International Residential Code 2006
641 S 12th W
Single Family Residential
Type V, non -rated
Detached Gargae
No
Name and Address of Owner: Ochoa Azell D
641 S 12th W
Rexburg, ID 83440
Contractor: Owner /Lessee
Special Conditions:
Occupancy: Residential - 2 units or less, permanent in nature
This Certificate, issued pursuant to the requirements of Section 109 of the International Building
Code, certifies that, at the time time of issuance, this building or that portion of the building that
was inspected on the date listed was found to be in compliance with the requirements of the
code for the group and division of occupancy and the use for which the proposed occupancy
was classified.
Date C.O. Issued: January 07, 2010 (03:33PM)
C.O Issued by:
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and
approved said future changes.
Plumbing Inspector: N /f'L Fire Inspector: N Lk
Electrical Inspector: P&Z Administrator �l�
z TI
O _ v x•0,03 m O
CD TN Z 70
CA CD 0 ;D m 3: m
_ Q C D m -
:rt y
ga Q. C y ;D C.
D
F Z 0 -I :03 D C �- y � C) n
O O O O S O � �. 0 CD. C r TO Cr
01 Q d 3 '6 V O O CD /v O 0
°a c o 3 CD W p 7 fu ' Z
°' m � m 1T1 0 O O
- Cl Q y o O ,� y n 3 S D CA
CD p w
N O CD CD
n < O - 1 y y CC2 CD CO
o m ?� <co m
CD
m� a CD 3 0 0 N
n, m v Z Q- O CL C
o o' 9' x ,� aJ 3 C
n? N C rt y
- o 5 o m CD CD _r O CD
c CD co W....y N
c 0
o c _ d O
< m _ v •v L W v
v a 3 C2 CD y� C C N
U c 3 ;a D Q Q. N< y a L
CD at CO)
0 :3 O ,N, '� 3 W � �O W
o "' ' ° a 0 g
CD 3 m -W I A n O 0.
m CD
CL CD z , �.
Q y
Z >
CD = n �o y
=oticF m r " 33
o
a�.ax �
z c �
0 0 Q °-' n 3 0 CD
,o
c n o m ° x CD rt
0 5 3 O Z O
vi
? - v O a
o = O 3 s= y
m
o ° P• 0 j 3 CD
< x S
o m o m y CD
m c n n
CL �
m
m
v
O
0
ct
N
"t1 +(f �iR�!r�r+;o-��r`k�gn,•kr�nm4r ,r -,�
o Ys 3 Ct
m = x
a
od l
a
O
ri
bd
N �
H.
m
CA
U7
?
W
N
--•
v
Z
ca
y
�
3
m
3
cQ
�
°
o
0
m
o'
CO) -C 3 7 �
n
go m n
v m
O
cn- o ��
EX v, �' 3 0
Z
tp O O 0 CD �*
;a n
W
c
z Wiz..
c.
X00 C 33
r 0
v
m P g N o O
C)
d
CD
O m 'a CD ■
Z 0 0 n
g � �,
CD
N
n Z
O
O
i
<
CL
V
CA
U7
?
W
N
--•
v
�
=
y
�
3
m
3
cQ
�
°
o
o'
A&
NOV
Bu iding Safety Department _ %fx8jj
7
U G
i
City of Rexburg
19 E Main jonellh @rexburg.org Phone: 208.359.3020 x326
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
C I T Y OF
REXBURG
-11 America's Family Community
OWNER'S NAME _('� [; d A7- e1\ ae�bsa
PROPERTY ADDRESS 5 i - Z t `eA Permit#
SUBDIVISION
PHASE I LOT I F BLOCK
HOME OWNER'S ELECTRICAL PERMIT
Home Owner's Name
i
Address �� S- l7 t� j�)pS� City b State It Zi,3
Cell Phone ( ) '70S- 9533 (Ed() 70-S go3q /A ell) Phone (2(8') .3-s6 9(35'(
Fax (OOS) ( Email C�z� /o! ;'c�cybsn,un `r,5 COm
TYPES OF INSTALLATION
(New Residential includes everything contained within the residential structure and attached garage at the same time)
For power supplier requirements visit www.rockymtnpower.net
❑ *Up to 1,500 sq ft - $72
91 *1,501 to 2,500 sq ft - $120
❑ *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216
❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft: sq ft total
❑ Existing Residential (# of Branch Circuits) - $40 plus $10 per circuit:
.2
# of circuits
❑ Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) - $40
• Spa, Hot Tub, Swimming Pool - $40 plus $40 grounding grid where applicable
• Electric Central Systems Heating and /or Cooling (when not part of a new residential construction permit
and no additional wiring) - $40
• Modular, Manufactured or Mobile Home - $50 plus $10 per circuit
Other Installations: Wiring not specifically covered by any of the above: f
Cost of Firing & Labor. $ 3l?U ' o (Includes the cost of materials installed regardless of the party supplying it).
❑ Pumps (Domestic Water, Irrigation, Sewage): horse power
❑ Requested Inspections (of existing wiring) - $40 /hr (1 hour minim plus $40 /hr thereafter
*Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
** Includes a maximum of 4 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
of Home Owner
�
CITY OF
° REXBURG
- CW
"•, , America's Family Community
Leo
0800455
641 S 12th W- Jacobson Detached Garage
RESIDENTIAL BUILDING PERMIT APPLI
19 E MAIN, REXBURG, ID 83440
208 - 359 -3020 X326
PARCEL NUMBER: (We will provide this for you)
SUBDIVISION: O'Au )Lf�t �e _f't kS- UNIT #_ BLOCK# LOT #�
(Addressing is based on the information - must be accurate)
Dwelling Units: Parcel Acres:
CONTACT PHONE # 705 &.�3
PROPERTY ADDRESS: {" 0J
PHONE #: Home (2C _ Work (2( - 705 -- S03 f, + Cell( ) _5c-,e
OWNER MAILING ADDRESS: 661 1 S. /�� fwL�,l CITY: a STATE. ZIP: _ 33'-/ 1, '0
EMAIL OZ-6 FAX 6 � �( - cl' o )1
APPLICANT (If other than owner)
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.)
APPLICANT INFORMATION: ADDRESS
STATE; ZIP.
PHONE #: Home (
Work (
Cell ( )
CONTRACTOR
MAILING ADDRESS: Q. o . ► & CITY STATE ZIP , �j y''S
PHONE #: Home (26S) 3SZ - ,s63e/ Work � ) 71� 5sr:Q Cell V q) Z2 3 -
EMAIL j, / t , ,t,,4 F AX4 S IDAHO REGISTRATION # & EXP. DA
^0 * , (
How many buildings are located on this property? ( lac _
Did you recently purchase this property? N�o Yes (If yes, list previous owner's name)
CITY:
EMAIL F.
Is this a lot split? CO) YES (Please bring copy of new legal description of property)
PROPOSED USE: _`pY
(i.e., Single Family Residence, Multi
r
Apartments, Remodel, Garage, Commercial, Addition, Etc.)
t - l
- I -
SEP 2 4 1008
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I he by read this
application and state that the information herein is correct and I swear that any information which may hereafte b
Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to co a
State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above- mentto
for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2003 International Code in
cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not
start
,0 within 180 days Permit void if work stops for 180 days.
Owner /Applicant DATE
WARNING - BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non - refundable and are paid in full at the time of application beginning f anyArE 1.2005
City of Rexburg's Acceptance of the plan review fee does not constitute plan approval
**Building Permit Fees are due at time of application** **Building Permits are void if your check does not clear**
Bui
g Safety Departme
City of Rexburg
19 E. Main
Rexburg, ID 83440
ionellh @rexburg.org Phone: 208.359.3020
www.rexburg.org Fax: 208.359.3024
o � gEx B URn
� o
CITY O F
R
Americas Family Community
Affidavit of Legal Interest
State of Idaho
County of Madison
Name Address
,- A o6i ►�G
Cit
Being first duly sworn upon oath, depose and say:
A.
Name
Address
to submit the accompanying application pertaining to that property.
B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any
claim or liability resulting from any dispute as to the statements contained herein or as to the
ownership of the property which is the subject of the application.
Dated this day of �� 42 f , 20 C-)
v
Signature
Subscribed and sworn to before me the day and year first above written.
b ° ° es X Notary Public 4 Idaho
NO Tq "
: .
9� _ Residing at
% & L t C ,�' ` My commission expires:
:� \\
rnlnljnera
State
(If Applicant is also Owner of Record, skip to B)
That I am the record owner of the property described on the attached, and I grant my
permission to:
Building Safety Department � yEXBGg�lO C I T Y OF
City of Rexburg U ro REvnT mG
19 E. Main janellh@rexburg.org Phone: 208.359.3020 t ,, America§ Family Community
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
NAME C d ��� C���
PROPERTY ADDRESS La /I 1 S %-) Permit#
SUBDIVISION _L I L uj bYL,
PHASE I LOT---LL— BLOCK C
ac;
Remodeling Your Building /Home ( need Estimate $ r C
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
First Floor Area NA Unfinished Basement area IV
Second floor /loft area AIA Finished basement area IM
Third floor /loft area NO Garage area
Shed or Barn Ali Carport /Deck (30" above grade)Area /
Water Meter Quantity: A )A * * * * * * * * * * * ** *Water Meter Size: A
RequiredLY k f + � c; , .e
PLUMBING
Plumbing Contractor's Name: /l Business Name: A)1
Address _ 1AA City /U State Zip /E-�
Contact Phone: ( ) AA Business Phone:
Email / l Fax /U
FIXTURE COUNT (including roughed fixtures
NA_ Clothes Washing Machine � Sprinklers
/y A Dishwasher _ V1+ Tub /Showers
Floor Drain A lA Toilet /Urinal
Garbage Disposal zfA Water Heater
Hot Tub /Spa "`' ` — Water Softener
Y Sinks (Lavatories, kitchens, bar, mop)
Plumbing Estimate $ 1 0r, (COMMERCIAL /MULTI - FAMILY ONLY)
A )[+ P
Signature of Licensed Contractor License Number& Expiration Date Date
Job Truss +.type
b `11
2836A AG GABLE 08 00455
\JO J J
Summit Truss, St Anthony, ID
641 S 12th W- Jacobson Detached Garage
,1 -0 -P 6 -11 -15 , 12 -10 -4 15 -6 -7 20 -0 -0 2'
r — r
1 -0 -0 6- 11-15 5 -10 -5 2 -8 -3 4 -5 -9 4
6
5 7
3x8 II Zx4 11 2w II 2x4 It 3x6 I
4 8
10x10 MT18H i tOV10 MT18N�
r
2x4 113 04 8 214 II
7.00 12 9,4 II 2x4 II
II II
II
10
11 1
I t I 2 i 17 16 15 14 13 12 5x12 J
618 = 10x10 1IT1811= 6x6 = 10x10 W1.14=
6 -11 -15 12 -10 -4 27 -1 -12 33 -0 -1 40 -0 -0
6 -11 -15 5 -10 -5 14 -3 -8 5 -10 -5 6 -11 -15
Plate Offsets X 2:0- 6- 0,0 -3-0 , S:Ed e,0 -8 -0 :Ed e,0 -8 -0 [10:0-6-0,0-3-01 [13:0-3-8,0-5-01, 15:0- 3- 8,0 -5-0
LOADING (psf)
SPACING 2 -0-0
CSI
DE FL in (loc) I /deft L/d
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.95
Vert(LL) -0.60 13 -15 >789 240
MT20 185/144
TCDL 8.0
Lumber Increase 1.15
BC 0.82
Vert(TL) -1.00 13 -15 >476 180
MT18H 185/148
BCLL 0.0
Rep Stress Incr YES
WB 0.91
Horz(TL) 0.08 10 n/a n/a
BCDL 8.0
Code IRC2006/TPI2002
(Matrix)
Weight: 347 lb
LUMBER BRACING
TOP CHORD 2 X 4 DF No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 1 -5 -5 oc purlins.
T2 2 X 8 DF SS, T2 2 X 8 DF SS BOT CHORD Rigid ceiling directly applied or 6 -7 -7 oc bracing.
BOT CHORD 2 X 10 DF SS WEBS 1 Row at midpt 5-18,7-18
WEBS 2 X 4 HF Stud 'Except JOINTS 1 Brace at Jt(s): 18
W1 2 X 4 SPF No.2
OTHERS 2 X 4 HF Stud
REACTIONS (lb /size) 10= 291510 -5-8, 2= 2915/0 -5-8
Max Horz 2= 311(LC 4)
Max Upliftl0=- 190(LC 6), 2=- 190(LC 5)
FORCES (lb) - Maximum Compression /Maximum Tension
TOP CHORD 1- 2 =0 /60, 2 -3 =- 5011/217, 3-4 =- 4580/124, 4-5 =- 3524/196, 5- 6= 0/567, 6-7= 0/567, 7 -8 =- 3524/196, 8-9 =- 4580/124, 9-10 =- 5011/218, 10-11 =0/60
BOT CHORD 2- 17=- 212/4252, 16.17 =- 210/4264, 15 -16 =- 210/4264, 14- 15= 0/3680, 13- 14= 0/3680, 12 -13 =- 62/4264, 10- 12=- 64/4252
WEBS 5-18 =- 4332/136, 7- 18=- 43321136, 4-15= 0/1621, 8 -13 =0/ 1621, 3.17 =- 592/137, 9-12 =- 592/141, 3- 15=- 988/323, 9- 13=- 988/325, 6-18 =0/305
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category I; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right
exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail'
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) All plates are 3x6 MT20 unless otherwise indicated.
7) Gable studs spaced at 2 -0.0 oc.
8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7 -8, 5-18, 7 -18
9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 10 and 190 lb uplift at joint 2.
11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standa N I
LOAD CASE(S) Standard U
SEE' 2 4 2008
CITY OF REXRURC
Building Safety Department �o4gBXBCg�,O
City of Rexburg A.
19 E. Main jonellh@rexburg.org Phone: 208.359.3020 '•,{
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
C I T Y O F
REXBURG
OW _.,
Americas Family Community
NAME L V l'C f 2 l I �� (LLC' 1-�i
PROPERTY ADDRESS & u,(( .� /, (� Permit#
SUBDIVISION � �)t Ilan o 2w of
PHASE —LOT BLOC
Required!!! MECHANICAL
Mechanical Contractor's Name nl , it Business Name - 10
1
Address G9 City f 4 State JA Zip Pft
Cell Phone ( ) /Ulf Business Phone
Fax ( ) Email
Mechanical Estimate $ U� It (Commercial /Multi Family Only)
FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only)
Furnace
Furnace /Air Conditioner Combo
IL Heat Pump
Air Conditioner
4 L'— Evaporative Cooler
AZA Unit Heater
Space Heater
." Exhaust or Vent Ducts ( water heater)
_4[A Dryer Vents
n- Range Hood Vents
/�t \ Cook Stove Vents
Bath Fan Vents
J/ft_ other similar vents & ducts:
Decorative gas -fired appliance
— Incinerator System
— Boiler
Pool Heater
- `— Fuel Gas Pipe Outlets including stubbed in or future outlets
A Inlet Pressure (Meter Supply) PSI
Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic
Signature of Licensed Contractor License number Date
Building Safety Department it C I T Y O F
City of Rexbur T��Y mG
�y, 1 V It _ 19 E Main lanellh @rexburg.org Phone: 208.359.3020 x326 Americas FamilyC,ommunity
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
OWNER'S NAME �� C0(2�
PROPERTY ADDRESS 4 Permit#
SUBDIVISION ltjt o Ya 1
PHASE LOT f BLOCK
HOME O W NER'S ELECTRICAL PERMIT
,n �)_' -
Home Owner's Name
Address l City k14 State V4 Zip
Cell Phone ( ) /lo Home Phone
Fax ( ) bH Email AA
TYPES OF INSTALLATION
(New Residential includes everything contained within the residential structure and attached garage at the same time)
0 For power supplier requirements visit www.rockymtnpower.net
❑ *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120
❑ *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216
❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft: sq ft total
❑ Existing Residential (# of Branch Circuits) - $40 plus $10 per circuit:
# of circuits
❑ Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) - $40
❑ Spa, Hot Tub, Swimming Pool - $40 plus $40 grounding grid where applicable
❑ Electric Central Systems Heating and /or Cooling (when notpart of a new residential construction permit
and no additional uirin,g) - $40
❑ Modular, Manufactured or Mobile Home - $50 plus $10 per circuit
• Other Installations: Wiring not specifically covered by any of the above:
Cost of 1Vining & Labor. (Includes the cost of materials installed regardless of the party supplying it).
• Pumps (Domestic Water, Irrigation, Sewage): horse power
• Requested Inspections (of existing wiring) - $40 /hr (1 hour minimum) plus $40 /hr thereafter
*Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
** Includes a maximum of 4 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
Pig
Signature of Home Owner
Date
Bullaing Safety Department - o � 4xe�.
U� ay cirr or
City of Rexburg ^� �..����`
1\ G \ 7
19 E Main lanellh@rexburg.org Phone: 208.359.3020 x326 A,nericas Family Communiry
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
OWNER'S NAME c— r� "+ (A (jpo 1
PROPERTY ADDRESS Permit#
SUBDIVISION t ZxaC E' f� C
PHASE I LOT 1l BLOCK I
RequiredMf 1'�XnE ELECTRICAL
Electrical Contractor's Name /J4 Business Name 0
Address City K. tll State A//'� Zip Al(l
Cell Phone ( ) r f 1 Business Phone
Fax ( ) A) 1� Email
Electrical Estimate (cost of wiring & labor) $ Pik (COMMERCIAL /MULTI - FAMILY ONLY)
(Includes the cost of materials installed regardless of the party supplying it).
TYPES OF INSTALLATION
(New Residential includes everything contained within th XVential structure and attached garage at the same time)
RESIDENTIAL ONLY
❑ *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120
❑ *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216
❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft: / + sq ft total
❑ Existing Residential (# of Branch Circuits) - $40 plus $10 per circuit: # of circuits
❑ Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) - $40
❑ Spa, Hot Tub, Swimming Pool - $40 plus $40 grounding grid where applicable
• Electric Central Systems Heating and /or Cooling (when not pan o a new residential construction permit
and no additional wiring) - $40
• Modular, Manufactured or Mobile Home - $50 plus $10 per circuit
❑ Other Installations: Wiring not specifically covered by any of the above:
Cost of Wliring & Labor. (Includes the cost of materials installed regardless of the party supplying it).
❑ Pumps (Domestic Water, Irrigation, Sewage): horse power
❑ Requested Inspections (of existing wiring) - $40 /hr (1 hr minim plus $40 /hr thereafter
*Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
** Includes a maximum of 4 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
10t, ALft A-10
Signature of Licensed Contractor License number Date
0 SUBCONTRACTOR LIST,
Excavation & Earthwork: 2 fU �Cl
Masonry:
Roofing:
Insulation:
Al
Drywall:
Painting:
Floor
Coverings: L
Plumbing: !U n
Heating:
/U A
Special Construction
(Manufacturer or Supplier)
Roof Trusses: 5 -02 1 tPr
Floor /Ceiling Joists: —� i cf C� CGb�►� 1
Siding /Exterior Trim: L ,Y l- � C S u f f (f e
Other: )` A
EXEMPTIONS FROM STATE REGISTRATION
As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State
registration number or your exemption from the State registration. Please send a copy of your state registration or
fill out this form showing your exemption and send it with your license renewal or your next permit application.
(This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please
see the State's website at www.ibol.idaho.gov /cont.htm
❑ Currently State licensed pursuant to Title 54 Idaho Code, Chapters:
3 Architects,
10 Electrical Contractors /journeyman,
12 Engineers /Surveyors,
19 Public Works Contractors (exempt from fee only registration required),
26 Plumbing /Plumbers,
45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or
50 Installation of heating, ventilation and air conditioning systems
❑ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable
activity with no wages or salary
❑ Employee of a US Government agency (State, City, County, or other municipality)
❑ Public Utility doing construction, maintenance, or development to its own business
❑ Involved with gas, oil or mineral operations
❑ Supplier doing no installation or fabricating
❑ Contracting a project or projects with a total cost less than $2000
❑ Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code
❑ Any type of water district operations
❑ Work in rural districts for fire prevention purposes
�- Owner who performs work on own property or contracts with a registered contractor to do work as long as
the property is not for resale within 12 months
❑ Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that
property
❑ Real estate licensee /property manager acting within Idaho Code
❑ Engaging in the logging industry
❑ Renter working on the property where they live with the property owners approval
❑ Construction of a building used for industrial chemical processing per Idaho Code
❑ Construction of a modular building (defined by Idaho Code) to be moved out of state
I hereby certify that the above information is true and correct to the best of my knowledge.
Q ,) C/-
Date
Print Name
AOL
Job Truss Type Qty Ply SHIRLEY -SHOP
5
2836A A ATTIC 24 1
Job Reference o fional
Summit Truss, St Anthony, ID
7.030 s Jan 3 2008 MiTek Industries, Inc. Sat Sep 20 12:3231 2008 Page 1
a
-1 -0- 6 -11 -15 12 -10 -4 15 -6 -7 20 -0 -0 24 -5 -9 27 -1 -12 33 -0 -1
40 -0 -0 1 1-00
1 - - 7 6 -11 -15 5 -10 -5 2 -8 -3 4 -5 -9 '4 -5 -9 2 -8 -3 5 -10 -5
6x8 —
6
6 -11 -15 1 -0 -0
Scala =1:6T.
Bxe =
8xB =
5 7
34 II 2x4 II 3x9 II
4 B
10x10 MT181A4
IOt10 MT18H,
4
0 � 9
7.00 12
14P0
2
1
10
11
5x12 i 17 1fi 15
(
14 13 12
3x611 6x6= 10x10 MT18H— 8x8= 10x10 MT18M= 3xS II
5x12
6 -11 -15 12 -10-4 27 -1 -12 33 -0 -1
40 -0 -0
6 -11 -15 5 -10 -5 14 -3 -8 5 -10 -5
6 -11 -15
Plate Offsets X, 2:0- 6- 0,0 -3-0 5:Ed e,0 -8-0 :Ed a 0 -8-0 10:1G-6 -0 0-3-0 (13:G-3-8.0-5-01, 15:0- 3- 8,0 -5 -0
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (loc) I /deft Ud
PLATES
GRIP
TCLL 35.0
Plates Increase 1.15
TIC 0.95
Vert(LL) -0.60 13-15 >789 240
MT20
185/144
TCDL 8.0
Lumber Increase 1.15
BC 0.82
Vert(TL) - 1.00 13-15 >476 180
MT18H
185/148
BCLL 0.0
Rep Stress Incr YES
WB 0.91
Horz(TL) 0.08 10 n/a n/a
BCDL 8.0
Code IRC2006/TPI2002
(Matrix)
Weight: 304 lb
LUMBER BRACING
TOP CHORD 2 X 4 DF No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 1 -5-5 oc
purlins.
T2 2 X 8 DF SS, T2 2 X 8 DF SS BOT CHORD Rigid ceiling directly applied or 6-7 -7 oc bracing.
BOT CHORD 2 X 10 DF SS WEBS 1 Row at midpt 5-18,7-18
WEBS 2 X 4 HF Stud *Except* JOINTS 1 Brace at Jt(s): 18
W1 2 X 4 SPF No.2
REACTIONS (lb /size) 10=2915/0-5-8,2=2915/0-5-8
Max Horz 2= 311(LC 4)
Max Upliftl 0=-1 90(LC 6), 2=- 190(LC 5)
FORCES (lb) - Maximum Compression /Maximum Tension
TOP CHORD 1 -2 =0/60, 2- 3=- 5011/217, 3.4 =- 4580/124, 4-5 =- 3524/196, 5-6= 0/567, 6-7= 0/567, 7- 8=- 3524/196, 8-9 =- 4580/124, 9-10 =- 5011/218, 10-11 =0/60
BOT CHORD 2- 17=- 212/4252,16 -17 =- 210/4264,15 -16 =- 210/4264,14 -15= 0/3680,13.14= 0/3680,12 -13 =- 62/4264,10 -12= 64/4252
WEBS 5-18 =- 4332/136, 7- 18=- 4332 / 136, 4-15= 0/1621, 8-13= 0/1621, 3-17 =- 592/137, 9- 12=- 592/141, 3- 15=- 988/323, 9 -13 =- 988/325, 6-18 =0/305
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category I; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right
exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) All plates are MT20 plates unless otherwise indicated.
5) Ceiling dead load (5.0 psf) on member(s). 4-5, 7 -8, 5-18, 7 -18
6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 10 and 190 lb uplift at joint 2.
8) This truss is designed in accordance with the 20G6 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss
".0j,,ype
Qty
Ply
SHIRLEY -SHOP
2836A
AG
GABLE
2
1
Job
Reference (optional
Summit Truss, St Anthony, ID
7.030 s Jan 3 2008 MiTek Industries, Inc. Sat Sep 20 12:32:33 2008 Page 1
- 1 1 -0 -p 6 -11 -15 12 -10 -4 1 15 -6 -7 1 20 -0 -0 24 -5 -9
27 -1 -12 1 33 -0 -1 40 -0 -0 11-0
1 -0 -0 6- 1"1 -15 5 -10 -5 2 -8 -3 4 -5 -9 4 -5 -9
8x8 =
6
2 -8 -3 5 -10 -5 6 -11 -15 1 -0 -0
Scala = 1 87.
5
Mil 214 II 2x4 II 2x411
4
10x10 MT18HG
2x4 11 3 4
7
3x0 II
8
10x10 MT18H,�
9
2x4 11
700 12 z14 11
11 +4oa
u
2x4 11
n
n
z
�
I I
+o
5.12 17 16 15 14
6x8 = 10x10 MT18H= 8x8
13 12 5x12
= 10x10 MT18H=
6 -11 -15 12 -10 -4 27 -1 -12
33 -0 -1 40 -0 -0
6 -11 -15 5 -10 -5 14 -3 -8
5 -10 -5 6 -11 -15
Plate Offsets X, [2:0-6-0,0-3-01, S:Ed e,0 -8-0 , 7:Ed e,0 -8-0 , [10:0-6-0,0-3-01, [13:0-3-8,0-5-01, 15:0- 3- 8,0 -5-0
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (loc)
I /deft L/d
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.95
Vert(LL) -0.60 1315
>789 240
MT20 185/144
TCDL 8.0
Lumber Increase 1.15
BC 0.82
Vert(TL) - 1.00 1315
>476 180
MT18H 185/148
BCLL 0.0
Rep Stress Incr YES
WB 0.91
Horz(TL) 0.08
10 n/a n/a
BCDL 8.0
Code IRC20061TPI2002
(Matrix)
Weight: 347 lb
LUMBER BRACING
TOP CHORD 2 X 4 OF No.1 `Except' TOP CHORD Structural
wood sheathing directly applied or 1 -5-5 oc purlins.
T2 2 X 8 DF SS, T2 2 X 8 DF SS BOT CHORD Rigid
ceiling directly applied or 6 -7 -7 oc bracing.
BOT CHORD 2 X 10 DF SS WEBS 1
Row at midpt 5-18,7-18
WEBS 2 X 4 HF Stud `Except JOINTS 1 Brace
at Jt(s): 18
W1 2 X 4 SPF No.2
OTHERS 2 X 4 HF Stud
REACTIONS (lb /size) 10= 2915/0 -5-8, 2= 2915/0 -5-8
Max Horz 2= 311(LC 4)
Max Upliftl0=- 190(LC 6), 2=- 190(LC 5)
FORCES (lb) - Maximum Compression /Maximum Tension
TOP CHORD 1 -2 =0/60, 2- 3=- 5011/217, 34 =- 4580/124, 4-5 =- 3524/196, 5-6= 0/567, 6.7= 0/567, 7 -8 =- 3524/196, 8 -9 =- 4580/124,
9-10 =- 5011/218, 10 -11 =0/60
BOT CHORD 2- 17=- 212/4252, 16 -17 =- 210/4264, 15- 16=- 210/4264, 14- 15= 0/3680, 1314 = 0/3680, 12 -13 =- 62/4264, 10 -12 =-
64/4252
WEBS 5-18=-4332/136,7-18=-4332/136, 4-15= 0/1621, 8-13= 0/1621, 317 =- 592/137, 9 -12 =- 592/141, 315 =- 988/323,
9-13 =- 988/325, 6-18 =0/305
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category I; Exp C; enclosed; MWFRS (low -rise) gable end
zone; cantilever left and right
exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard
Gable End Detail'
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) All plates are 3x6 MT20 unless otherwise indicated.
7) Gable studs spaced at 2 -0.0 oc.
8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7 -8, 5-18, 7 -18
9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 1315
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 10 and 190
lb uplift at joint 2.
11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
DE E W
SEP 2 4 2008
CITY OF i�LvABUG
Ah
Job
Truss
ype
Qty
Ply
HIRLEY -SHOP
2836A
A
ATTIC
24
1
Jo
Reference (opti
Summit Truss, St Anthony, ID 7.030 s Jan 3 2008 MiTek Industries, Inc. Sat Sep 20 12:32:31 2008 Page 1
t
1 -0 -p 6 -11 -15 12 -10 -4 15 -6 -7 20 -0 -0 24 -5 -9 27 -1 -12 33 -0 -1 40 -0 -0 11-0
I
1 -0 -0 " 6 -11 -15 5 -10 -5 2 -8 -3 4 -5 -9 '4 -5 -9 2 -8 -3 5 -10 -5 6 -11 -15 1 -0 -0
Scale � 1:6).
exe =
6
8x8 =
8x8 =
5 7
3x8 I 2X4 II 3x8 II
4 8
10x10 MT18H i
10x10MT18Hl
4
3 9
00 72
14-0-0
2
7
10
11 I
5112 17 16 15 14
13 12 502
3x6 11 6x8 = 1000 MT78H= 8x8 = 10x10 MT78H= 3 8 11
6 -11 -15 12 -10-4 27 -1 -12 33 -0 -1 40 -0 -0
6 -11 -15 5 -10 -5 14 -3 -8 5 -10 -5 6 -11 -15
Plate Offsets X, [2:0-6-0,0-3-01, S:Ed e,0 -8-0 , 7:Ed e,0 -8-0 , 10:0- 6- 0,0 -3-0 [13:0-3-8,0-5-01, 15:0- 3- 8,0 -5-0
LOADING (psf)
SPACING 2 -0-0
CSI
DEFL in (loc) I /deft Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.95
Vert(LL) -0.60 13-15 >789 240
MT20 185/144
TCDL 8.0
Lumber Increase 1.15
BC 0.82
Vert(TL) - 1.00 13-15 >476 180
MT18H 185/148
BCLL 0.0
Rep Stress Incr YES
WB 0.91
Horz(TL) 0.08 10 n/a n/a
BCDL 8.0
Code IRC2006/TP12002
(Matrix)
Weight: 3041b
LUMBER BRACING
TOP CHORD 2 X 4 DF No.1 'Except* TOP CHORD Structural wood sheathing directly applied or 1 -5-5 oc pudins.
T2 2 X 8 DF SS, T2 2 X 8 DF SS BOT CHORD Rigid ceiling directly applied or 6-7 -7 oc bracing.
BOT CHORD 2 X 10 DF SS WEBS 1 Row at midpt 5-18,7-18
WEBS 2 X 4 HF Stud 'Except* JOINTS 1 Brace at Jt(s): 18
W1 2 X 4 SPF No.2
REACTIONS (lb /size) 10=2915/0-5-8,2=2915/0-5-8
Max Horz 2= 311(LC 4)
Max Uplift10=- 190(LC 6), 2=- 190(LC 5)
FORCES (Ib) - Maximum Compression /Maximum Tension
TOP CHORD 1 -2 =0/60, 2- 3=- 5011/217, 3-4 =- 4580/124, 4-5 =- 3524/196, 5-6= 0/567, 6-7= 0/567, 7 -8 =- 3524/196, 8-9 =- 4580/124, 9-10 =- 5011/218, 10-11 =0/60
BOT CHORD 2- 17=- 212/4252, 16 -17 =- 210/4264, 15- 16=- 210/4264, 14- 15= 0/3680, 13- 14= 0/3680, 12- 13=- 62/4264, 10-12= 64/4252
WEBS 5-18 =- 4332/136, 7- 18=- 4332/136, 4-15= 0/1621, 8 -13 =0/ 1621, 3-17 =- 592 / 137, 9-12 =- 592 / 141, 3-15 =- 988/323, 9-13 =- 9881325, 6-18 =0/305
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 1; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right
exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) All plates are MT20 plates unless otherwise indicated.
5) Ceiling dead load (5.0 psf) on member(s). 4.5, 7 -8, 5-18, 7 -18
6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 10 and 190 lb uplift at joint 2.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
E
r8EP 008
X BU RG
I