HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 07-00193 - Countrywide Properties - Tenant FinishZ
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o��EXB�k4, CITY O P certificate of Occupancy
`y i _
o
REX City of Rexburg
`
America's Family Community p De artment of Community Development
19 E. Main St. / Rexburg, ID. 83440
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
Contractor:
Special Conditions:
Occupancy:
0700193
International Building Code 2003
1216 Stocks Ave
Countrywide Properties
Type V, non -rated
Commercial
No
Lerwill Jeff Etux
218 Dividend Dr Ste #1
Rexburg, ID 83440
Design Development
Business - office, professional or service transactions
This Certificate, issued pursuant to the requirements of Section 909 of the International Building
Code, certifies that, at the time time of issuance, this building or that portion of the building that
vies inspected on the date listed vies found to be in compliance VWth the requirements of the code
for the group and division of occupancy and the use for vthich the proposed occupancy vies
classified.
Date C.O. Issued: January 10, 2008 (02 :56PM)
C.O Issued by:
Building Official
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 Inspect Fire Inspector: J—L"
Electrical Inspector: PAZ Administrator:
CITY OF AEXBLJRG PERMIT #
BUILDING PERMIT APPLICATION Please complete the entire Application!
19 E MAIN, REXBURG, ID. 83440
208 - 359 - 3020 X326
PARCEL NUMBER: (We will provide this for you)
SUBDIVISION: AIZTCd 84SidE6S tAak UNIT# BLOCK# LOT#
is based on the information - must be
CONTACT PHONE #__ ?�1� -
PROPERTY ADDRESS: 1 snA -s Aueldlie
PHONE #: Home �&S) ZI5S - 'y 4 s; Work (W) ;r6 `} - 'x/ Cell ( � rs4 — XA4 3
OWNER MAILING ADDRESS: 1. O, P10 V- IS / CITY: - rFJZ5ftJ STATE:LLZIP:
EMAIL Qe✓EaC.,re19°1.COw', Al 6-4 4/C1,5- ?"
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 CITY:
STATE ZIP EMAIL FAX
PHONE #: Home ( ) Work ( ) Cell (
CONTRACTOR
MAILING ADDRESS: P d> (30y- `?/ CITY Z 4 STATE Jd ZIP 05
PHONE: Cell# 70 yN33 Work# ?a - #1(5 3 Fax# A1"
EMAIL &.1Ae& 4DAHO REGISTRATION # & EXP. DATE R46 - M,5 y1MJaoo6
How many buildings are located on this property?
Did you recently purchase this property? No Yes (If yes give owner's name)
Is this a lot split? d5D YES (Please bring copy of new legal description of property)
PROPOSED USE: I1�SIk1 LASS C IZL�AC Ea7E �iCE
(Le., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjury, I hereb certif that I
have read this application and state that the information herein is correct and I swear that any information which may hereafter be green by me in hearings before the
Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating
to the subject matter of this application and hereby authorized representatives of the City to enter upon the above- mentioned property for inspections purposes. NOTE:
The budd y 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 ation or o he plans or whict OwTsfmit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days.
of Owner
DATE
Do you prefer to be contacted by fax, email or phone? Circle One
""'- - - - ---- WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
� _ + `j "�'Pfes� non - refundable and are paid in full at the time of application beginning aQU 1. aoe 5.
Yl-� �'a � �,� �� ''` f Rexburg's Acceptance of the plan review fee does not constitute plan approval
r1 - �mees are due at time of application** **Building Permits are void if your check does not clear**
APB; 01
2
OF REXBURG
Mo m ayj 02 07 11 :28a
m May. 2. 2007 9 ; 3aA
■ ■
■
208- 745 -8792
• No. 4123 P. I
Please complete the entire Application!
If the question does not apply fill in NA fot non applicable
NAME Q x
PROPERTY AD a- l ( 6 Posit#
SUBDIVISION
Dwelling Units: WA- Parcel Acres:
SETBACKS
FRONT 44— 6 6 sm E /C� • ft s II3E i? 3 .7 S BACK 0 0 -
Remodeling Your Building /Home ( need Estimate) $
p.I
SVRFACS SQUARE FOOTAGE.- (Shall include the cn=or wall tcasutemeuts of th a bvildiu )
First Floor QD Unfinished Basement area
Second floor loft area A % Finished basement area_,
Third flow/loft Garage are
Shed or Bain U 1 04- Carport/Dec 0" above
Water Meter Quantity: 105 � �f'�CV C.� {.�..�?iit :< Water Meter Size: 6q 64r ie
Requ&cdN
PZUMBING
Phunbkg Contractor's Name: 6 e� CG ttsiness Name G !" (�
Address Q9'li d!Z-0 A City State p
Contact Phonc_ - - B usiness Phone: wr 7 Y,5 9 7 q f
m4 'Z �l' -
F7XTYIRF Coy" & ammkod fnrtutcsl
_ Q Clothes Washing Machine
_ 0 Dishwasher
0 Fl oor Drain
Garbage Disposal
Hot Tub /Spa
Sinits
(Lavatories, kitchens, bar, mop)
Tub / Showers
` Toilet/Utinal
Water Heater
_t Water Soften=
Phmbinr &timaa S 3000 -" (ComrnaQai onl
9
gairedl Signature of Litcused Cauta=tm Uccnsr n=nb= I)ofle
Tb, Cj of Rcd%vg'r p&mdt fx.rc5 &k is for Amv es maho bar tbt SA* of Idaho
vE�n
j'I�j MAY - 2 2007 L
CITY OF REXBURG
Please complete the entire Application. 0
If the question does not apply fill in NA for non applicable
NAME Q Iti
600 je-
PROPERTY ADDRESS -�- 1 (o 6 roCkt, F Permit#
SUBDIVISION K vt
Dwelling Units: AJ/01- Parcel Acres:
SETBACKS
FRONT 1Po?• 0 6 SIDE /D • tb SIDE 3 17 S BACK /O. OD -
Remodeling Your Building /Home ( need Estimate $
SURFACE SQUARE FOOTAGE.- (Shall include the exterior wall measurements of the building)
First Floor Area " QO Unfinished Basement area
a
Second floor/lo N lA— Finished basement area .1 0 7-8
Third floor /loft area N I& Garage area
Shed or Barn N f t- Car port/Deck (3 0" above grade)Area
Water Meter Quantity: F05 - Water Meter Size: 0 &1 6ft n
Required Y
PLUMBING
Plumbing Contractor's Name: Business Name:
Address City State Zip
Contact Phone: ( ) Business Phone: ( )
Email Fax
FIXTURE COUNT (melu roughed f rtures,�
Clothes Washing Machine
Dishwasher
Floor Drain
Garbage Disposal
Hot Tub /Spa
Sinks
(Lavatories, kitchens, bar, mop)
Plumbing Estimate
(Commercial Only)
Sprinklers
Tub /Showers
Toilet /Urinal
Water Heater
Water Softener
Required! Signature of Licensed Contractor License number Date
The City o f Kexburg's permit fee schedule is the same as required by the State of Idaho
4
• •
Please complete the entire Application! If the question does not apply fill in NA for non
applicable
NAME A la
PROPERTY ADDRESS Permit#
SUBDIVISION A ekw f?1strJGsS PAP!!
Requlredffl
MECHANICAL
Mechanical Contractor's Name: Business Name:
Address City State Zip
Contact Phone: ( ) Business Phone: ( )
Email Fax
Mechanical Estuna[e (Commercial /Multi Family Only)
FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only)
Furnace Exhaust or Vent Ducts
Furnace /Air Conditioner Combo
Heat Pump
Air Conditioner
Evaporative Cooler
Unit Heater
Space Heater
Decorative gas -fired appliance
Incinerator System
Boiler
Pool Heater
Fuel Gas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Meter Supply) PSI
Range Hood Vents
Cook Stove Vents
Bath Fan Vents
other similar vents & ducts:
Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic
Mechanical Sizing Calculations must be submitted with Plans & Application
Point of Delivery must be shown on Plans.
Required! Signature of Licensed Contractor
The
Dryer Vents
License number
schedule is the same as
Date
The State
5
Building Safety Department ,o �Exevp�e C I T Y OF
City of Rexburg 's
REXBURG
19 E Main jonelih @rexburg.org Phone: 208.359.3020 x326 Americas Family Community
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
OWNER'S NAME
PROPERTY ADDRESS 1 � l /O S i'OC.1L S 06riA .(t e Permit#
SUBDIVISION 466 906t�S5 PA4
PHASE / LOT --a t j- BLOCK
RequiredMf
ELECTRICAL
Electrical Contractor's Name - � Business Nam . VMceJ ieGT(VC4L S ic
Addres City State �U Zip
Cell Phone "&2-( ' �(o Business Phone (zoR 52.:& D
Fax (` J2£S X39'1 0 Email Cc'0.nL 2� � \ �,-� S� NtS r+ • C��►.r,
Electrical Estimate ( cost of wiring & labor) $ 1 00 0 (COMMERCIAL /MULTI - FAMILY ONLY)
TYPES OFINSTALLATION
(New Residential includes everything contained within are residential structure and attached garage at the same time)
Up to 200 amp Service*
201 to 400 amp Service*
Over 400 amp Service*
Existing Residential (# of Branch Circuits)
Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year)
Spa, Hot Tub, Swimnung Pool
Electric Central Systems Heating and /or Cooling ( when not part of a new residential construction permit
and no additional wiring)
Modular, Manufactured or Mobile Home
Other Installations: Wiring not specifically covered by any of the above
Cost of Wiring & Labor: $ ydw
Pumps (Domestic Water, Irrigation, Sewage)
Requested Inspections (of existing wiring)
Temporary Amusement /Industry
*Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
C 23�cay
Signattytensed Cont actor License number
The
schedule is the same as
1 t"l�i C�`7
Date
the State of Idaho
Z
0 •
SUBCONTRACTOR LIST
Excavation & Earthwork:
Concrete: g [ e j I h C
Masonry: C—%C(6
Roofing:
Insulation:
Drywall:
Painting:
Floor
Coverings:
Plumbing: A e o i n x�) P�c�tw�,3► n
Heating: ''"
Electrical: - �1d V � + 51t-e �c l C ( 666 - e yt , - 5
Special Construction
(Manufacturer or Supplier)
Roof Trusses:
Floor /Ceiling Joists:
Siding /Exterior Trim:
Other:
OCT.23.2007 10:54AM
�J
NO. 572 P.2
It W I k G O ft m
Re: {5582
KERN /A 6/27 Da I [D) H
MiTel : Industries,
7777 Gn ®nback Lane
Suite 10!
CRrus Hi Igb% CA, 96610
Tslepho! a 9161676.1900
Fax 0% 376.1909
The truss drawing(s) refer raced below havo been prepared by MiTelc Industries, Inc. undo.- my direct
based on the parameters provided by Stock Building Supply -Idaho Falls.
Pages or sheets covered t y this seal: 826620856 thru 826620858
My license renewal date j )r the state of Idaho is August 31, 2009.
r
I
I. V September 13,2
Tingey, Palmer
The seal on these drawii ,gs indicate acceptance of professional engineering responsibilir , solely for the
truss components shovel . The suitability and use of this component for any particular bt ilding is the
responsibility of the buy ding designer, per ANSI/TPI -2002 Chapter 2. .
OCT.23.2007 10 :54AM NO.572
Jab - i ruse Typa t] Ply c127 DQ flo) M
P6611Z 010 R60F TRUSS 1 1
a lQnoli
STOCK COMpON6N18-I1', Idaho Falls, ID 05403, O Y 0. 6.200 a Jul 13 20eC MiTek My
�
3x4 11
ICI— 2.1 -- 5T,•11.19 _ I§j-1 flr ' a 61-10
2.2.11 4.10.9 00.9 4- 10.9 5-0.0 1.1.8 a-6•0 6.G -0 ev,eMTlOM ` 0 5.2.10 5-5.4
fRow midpt 15 4'
8.00 12
a
3.0
axe �i
4
4-60 3
2x4 11
0.2.12
axle MT1eH 2x4 II
axe ��� y Ire-Q,
(5) NCI
a
1-6-0
BRACING ,
1 Row at mldpt
10 s
05
11
O
TYP,
5x5 o
is
5x8
13
14 1N
CUT
28 29 24 NEI J BEARING 83
5x9 = CO INECT FOR a;
I� 19.0.000 INECT BY OT
hn 0 x-2-12 g to ,rWBA
a a.e 7.314 e a c 7.2.14
axe —
3iG
A 15 18 17 6i6 — 6x� — 14
NEW BEARING
g88' 6 16.10.3 -0 0 CONNECT FOR 1800 LIPS, ax4 II
^- -- -- — NIP CONNECT BY( THI R6
G '^
SO•G 1.1.3 6 a•0 8.6.0 5-3 -10 3.2.10 5.8.4
4x5 = 3xG 3x8 =
9x5 — 6x6 =
1:108,8
LUMBER
GENERAL REPAIR NOTES:
TOP CHORD 2 X 4 SPF 1660F 1.6E
TOP CHORD
BOT CHORD 2 X 4 SPF 1 66O 1,5E
THIS REPAIR IS FOR CHANGE VG THE TRUSS PROFILE AS SHOWN,
WEBB z 4 SPF 1660E 1.6E
BOT CHORD
®
1) INSERT 2x4 MEMBERS (SP: No.2 OR BETTER) CUT OT FIT AS SHOWN IN SHADED AR CAS.
3 -24 2 X 4 SPF Stu d/Std, 5.24 2 X 4 SPF Stud /Bid
WEDS
�-
2) ATTACH 1 A" CDX, STIR, 1, P .YWOOD GUSSETS TO EACH FACE OF TRUSS WITH 10 -D I IAIL.S ( 0.148"
X 3.0 ")
1 -26 2 X 4 SPF StUO /$td, 13.15 2 X SPF Stud /Std
6" O.C., 2 ROWS WITH MIN MUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF :ACM MEMBER,
REACTIONS (Iblriae) 25 =2446/0.6.6, 15=P77010, :-8, 14=4610.4.0
NOTE: 15/32, EXP. 1, 32116 S' )AN RATED O,S.B MAY BE SUBSTITUTED FOR PLYWOOD,
Max Uplift 25- 111(load case 7), 16 =- 28(load case 5), 14-217(10014 case 2)
Pl ate -
Max Gray 25=2995(laad caae 2), 15 =I 132(load care 3), 14 =149(load case 3)
LOADING (15317
SPACING 1 0-0
CBI
DEFL In ( loo) No[ Ud
PLATES
GRIP
TCLL
35.0
Plates Increase .15
TO 0.72
Vert(LL) -0.2121-23 x -999 240
MT20
1971144
(Roof Snow= - 36,0)
Lumber Increase ' ,16
BC 0,48
Varl(TL) -0,33 21 -23 >899 180
MT20H
148/108
TCDL
6.0
Rep Stress Incr 'et1
Will 0,96
Horz(TL) 0.12 14 n1a n/a
MT18H
197/144
SCLL
0.0
Code IR02003rrpll )02
(Matrix)
Welght; 342 lb
CDL
8.0
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1660F 1.6E
TOP CHORD
BOT CHORD 2 X 4 SPF 1 66O 1,5E
WEBB z 4 SPF 1660E 1.6E
BOT CHORD
2.26 2 X 4 SPF stud /Std, 3 2 X 4 SPF Stud/81d
3 -24 2 X 4 SPF Stu d/Std, 5.24 2 X 4 SPF Stud /Bid
WEDS
6 -23 2 X 4 SPF Slud /Std,11.16 2 X BPF Stud /Std
12 -15 2 X 4 SPP Stud /Std, 1.26 2 X SPF Stud /Std
1 -26 2 X 4 SPF StUO /$td, 13.15 2 X SPF Stud /Std
REACTIONS (Iblriae) 25 =2446/0.6.6, 15=P77010, :-8, 14=4610.4.0
Max Hoe 26isM(load case 6)
Max Uplift 25- 111(load case 7), 16 =- 28(load case 5), 14-217(10014 case 2)
Max Gray 25=2995(laad caae 2), 15 =I 132(load care 3), 14 =149(load case 3)
Structural wood sheathing dire, Ily applied or 3.2.16 oc purlln
and verticals.
Rigid ceiling directly applied or 10.0.0 oc, bracing, Except•
5.0-0 oc bracing: 26- 26,16 -16.
1 Row at midpt 5.24 6-23,6-23.6-21.7-21,7-20.
10-1 i, 10.17, 11. 18,12.15
2 Rows at 113 pts 3.25
FORCES (lb) - Maximum Oamprossion/Moxfmum 7 melon
TOP CHORD 1 2371103, 2.3> 1A81116, 3.4 = -21 58/177, 4 -3 - 2657/2D1, 64--2693/222,6-7=-2299/2i7.7-8=-25441229. 8.9-- 20031194,
9-10- 20031194,10.1 1 =- 1 9921198,' 1- 1251807/132, 12.13 - 32/331, 1.265010, 13.14 =- 110/256
BOT CHORD 26.26577!0, 24- 25=31912072, 23- 0- 28312268, 22.23 -- 23612133, 21.82 =- 238/2133, 20.21 =- 22912296, 19 -2D =- 217/2199,
18.10-92/1636,17-18-02/1636, 1 i•17S2fi/119$, 15- 16=- 263!50, 14- 16e.201104
WEBS 2-25--621/134,2-25 - n- 34)453, 5•Z45314/108, 5-2 3 = - 2 7611 94, 6 -23-82/361, 6.21189/$67, 7 -21P- 789/186
,7-20-110231143, 8.20r--2711167, Ii 192- 434/78, 9-4=-7541174,10- 10.17 -- 784/176, 11.17-137/982,
11.18 . 1385189,12 -16= -66/1956, 1 1.16- 2844/169,1 -25 = 0/112, 13 - 296/78
NOTES v - T
1) W ASCE 7.95; 90mph; ha25ft; TCOLm4,8paf; I CDL= 4,epsf, Category 11; Exp C; enclosed; MWFR6 Interior zone; Lumber DOL=1,33
plate grip DOl N ��
2) TOLL: ASCE 7.98; Pfm35.0 psf (flat root snow); M a C; Shehered
3) Unbalanced snow loads have been considered fa this design. �� OF
4) Provide adequate drelnage to prevent water ponq 1g.
5) This truss has been designed for a 10.0 psf botto) i chord live load nonconcurrellt with any other live leads, R S .
6) All plates are MT20 plates unless otherwise Indic( ed.
7) This trust requires plate Inspoetion per the Tooth )ount Method when this truss is chosen for quality assurance Inspection, SOPI
0 This truss Is designed in accordance with the 200 International Realdentlal Code aaetiorls R602.11.1 and R502.102 and referenced
WAAMAO - Vertrb da VR pvrww re and PUP tOMBa OR =0 AM AyOUMM IIO= AIeF)TSJYCB RA (W AW --74P5 DSFams use.
LOA O Q)fdbtAe 6ffA lrh MRck connector?. Thia de on Is based only upon paromcle,s shawl% end it for an Inalmdual butdln9 aomponani.
A PPllrapi iN el design parnmenlers end proper Inn Pollen of component Isresponslblllly of pudding doogner- not fruit elesi9npc eraclna shown
11W laleral Rupporf of Iridlvldual web mpmQcr• only. d ddifional temporary braemg to Insure arability du,lna conxrrueflon is Ih? rosponsRsIIIIN of the
erpclar, Addlland pernlonpnr eroclnc orfhe overall I ruelvrp to Iho respandblllq" orlhe Aulldfns deslancr. For gewail guldmac repordin9 " --- - - ..w..-
fob'rlp aq���qlily cant I, slamae tle�nN, emcrhhn' nd tbltool g seond l ANGIa fl � -Illy Cllfena, P59 -e9 and AC5111uIIdInO Campenenl yr7/g reoe t� Cn 9
Sofrrltr Inlormaaon
oval Rom Plane Inslliule, 113 G'Ona�4o Gr (afoolton W1537 17,
P.3
except
8 -19,
13,2007
OCT.23.2007 10 :54RM NO.572 P.4
j ob Tf1Jss - po Uly y ell 0 (ID) M
Paaaaaas7
175552 017 ROOF TRU6g 1 i
Jo a o 1'p al
9TDar4 COMPONSt4T6 -11F, Idaho FaIll 16 93403, CLAY 4. 4,200 s Jul 1i E0o5 MTak mpg Ides, Ina. Tqe 65P 11 14;26!30 2007 Page 1
3
00 11
9 T,a Pea
2.5.12 64.14 9j 14 8.0.0 3.1.9 M-11) 6.8.0 6.2 -10 5.2.10 6d -4
6x10 MT20H G 2x4 II 5x10 MT20M -� US
8.00 12 9x9 !P 6x10 4
BRACING B�ACI !O .
7 Row at mid at Sys = e 1 ow mldpt
\J
TYP.
Sx6 0
10
aJls
11
I�
24 23 NEW BEARD IC '2-8-1 10 17 19 ANEW IRFARING 13 12
CT R 1R 4450 Lt3S.
poNNE 154.12 2 - 0 - 0 ONNECT FOR 1600 LBS. 3x4 11
19.5.8 OONN .07 R r 0 HERS — l — � ONN60T BY oTHG t3
1 � 0.,p A •lA 7 10 -5 14 70.0 19.0.0 49.5.0 99.0 -0 �
r — t t '_._.� �. _/91 - �`�'•� 1— '_.Tim � -- I__
2-0-0 9.5.14 4x10 — 5- -14 a-0-0 3 -1-8 66.0 9.6 -0 9.2.10 5-2.10 5-
5x5 =- — 3X, = 34 = y a 3x4 = 5x9 = 5x8 = Sx9 = SxS = 4xb
GENERAL REPAIR NOTES:
THIS REPAIR IS FOR CHANGIP G THE TRUSS PROFILE AS SHOWN,
1) INSERT 2x4 MEMBERS (SPP No.2 OR SETTER) CUT OT FIT AS SHOWN IN SHADED ARE A.S.
2) ATTACH W COX, STR. 1, PL eWOOD GUSSETS TO EACH FACE OF TRUSS WITH 10 -D N AILS (0.148t X 30
6' O.C., 2 ROWS WITH MINI IIUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF E kCH MEMBER.
NOTE: 15/32, EXP, 1, 32116 SF 4N RATED O.S.B MAY BE SUBSTITUTED FOR PLYWOOD.
= 1106.7
FORCES (lb) - Maximum Compresslon /Maximum' ension
TOP CHORD 1.28. 32/104, 2 -3=- 302911 7 4, 3.4�- 10201227,44--25541217, 5.6 =- 28731241, 6- 72089/183, 7-8- 20601183, 8.9-1 5651150
8- 1 01 522/1 24, 10.11 351393, 1-12 - 1171307, 1- 24°•3510
BOT CHORD 23.24 -- 78112, 22- 23=- 298/266, 21 22-30112354, 20.21 °24112350, 19.20-- 241 /2350, 18.19 - 235/2676, 17 -18■- 20612309,
16.17e -8911430, 15 -16=- 89/1430, 4-16-- 23/1128, 13.14=-OB/54, 12.138- 201106
WE 2- 23= ,3013/205 2- 22 - 1112444, 2 22= 433!78, 3.21- 117/158, 4.21 291210, A -19 =- 1561858, 5.19 -. 7211171, �ajS
5.18 -- 13001202, 6.18 - 14811 3 3 5, 1.1 7 7- 17816/177, 8.47 - 190/1529, 8- 19=- 806/172, 9.16-133/1027,
NOTES 9.14=- 1299/83,10- 14660/1841, 1 >•13 = -2808 /164, 11 131'362181, 1.23 =- 17/141
1) Wlnd: ASOE 7 -98; 90mph: h =2511: TCDL- +4,Bpsf;' ICDL= 4.8pSP Category II; Exp C; enclosed; MWFRS interior zone; LumberDOL =1,33
Plate grip DOL =1.33.
2) TOLL: ASCE 7.98; Pf =35.0 psf (flat roof anoW); 9 p C; Sheltered
3) Unbalanced snow load& have been conaldered fe this design.
4) Provide adequate drainage to prevent water pone ng.
6) This truss has been designed for a 10,0 psf bona 1 chord liv load nonaoncurrant with any other live loads.
6) All plates are MT20 plates unless otherwise indio led- Q
7) This. truss requires plate Inspection per the Tooth :oust Method when this truss Is chosen for quality assurance Inepsetlon. � �
8) This truss In designed In Accordance with the 20q I International Resigential 4ode sections RS02,11,1 and R502,10,2 and referenced , � J >�► S -
standard ANSI/TPI 1.
LARD CASES) Standard
8eptemberl 13, 2007
Q WARM=- W rW Walpnparometers and =AD J ?Tors oJY 9'706 411ID nvcsoaao JIOTJLJf RJD►JBRJNYCR DA6S MIT- 7�D86JSP'O,gJ9 vsJr.
Design va Iq For use only with Mnek comewors, This del im is Danad only upon paramele� &Mown. and is for an inel ldual bulldlne component.
Appl'rooDilily of doalpn pparomentere and proper incorpl nitpn of oomponenl h ieaponsibi4N or building dedgnar- nor Irus dGlonen Bracing shown
Is lar Ialaral suppport or Inq,Yidudl web mern0arc only. k dfllanal lemporary Wcarie to Insure slobtny dudna consiru0ll0n k the respomminb of tho -
eraaian Acidilenpl permangnl braa;np of the overall c uotue la the responab4ity of Bw bulldfla dasll For general guidance regarding aw•. •o rnro -x
fabi 0 on. quarry eonr slaraae, delNerv� III r1en 4 id [ocmp, conrull ANSIRPt1 �1LlAlay ale6a, D58•ar and DC911 Bltllding Canipal
fieteSy Inlarmhaon available Rohl lruxa Plat Inslllulc, !, 5 O rdD DMro, MaGBOn, WI 63719 7779 eS 10
ING (990
SPACING S 0.0
CSI
OEFL
in (loo) I /deft L/d
PLATES GRIP
TOLL
(Roof gnaw -35.0)
Plates Increase .15
TO 0,76
Verl(
- 0.2218.19 n99 240
MT20 1971144
LumborIncrease .15
BC 0,48
Vart(TL)
- 0.3617 -18 >999 180
MT20H 1481108
TOOL 8.0
0,0
Rep glrese Ina 'ES
WD 0.82
Hord(TL)
0.11 12 n/a nla
BOLL
Code IRC2003/TP1; )02
(Matrix)
Weight, 326 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165pF 1,5E
TOP CHORD
Structural wood sheathing dire, tly applied al oc purllne,
except
BOT CHORD a X 4 SPF 1650E 1,5E
and vanioals.
WEBS a X a SPF 18501' 1.5E - Excopr
MOT CHORD
Rigid telling dlraDlly applied or 10.0.0 oc brecing, Exce
2.23 2 X 4 SPF S1ud/t3td, 3 -22 2 X 4 SPF StudlStd
5.0.0 oo bracing: 233- 24,13 -14.
3 -212 X 4 8PF Stud/Std, 9.14 2 X 4 3PF Stud /S14
WEBB
1 Row at mldpt 3.21
10 - 13 2 X 4 SPF 8tud/8td, 11 - 13 a a 4 SPF Studl8td
9.14 10.13
1 - 24 2 X 4 SPF Stud/Std, 1 - 23 2 X 4 3PF StudlStd
REACTIONS (INslze) 23444210-5 GA, 12.1510.4 - 0
Max Hora 23 case 8)
MAX Upli(t23e- 146floed Case 7),13 127(load case 8), 12-274(lool ease 2)
Max Grav 23=3086(load case 2), 13; 1991 (lead case 3), 12e157(load ca8a 3)
FORCES (lb) - Maximum Compresslon /Maximum' ension
TOP CHORD 1.28. 32/104, 2 -3=- 302911 7 4, 3.4�- 10201227,44--25541217, 5.6 =- 28731241, 6- 72089/183, 7-8- 20601183, 8.9-1 5651150
8- 1 01 522/1 24, 10.11 351393, 1-12 - 1171307, 1- 24°•3510
BOT CHORD 23.24 -- 78112, 22- 23=- 298/266, 21 22-30112354, 20.21 °24112350, 19.20-- 241 /2350, 18.19 - 235/2676, 17 -18■- 20612309,
16.17e -8911430, 15 -16=- 89/1430, 4-16-- 23/1128, 13.14=-OB/54, 12.138- 201106
WE 2- 23= ,3013/205 2- 22 - 1112444, 2 22= 433!78, 3.21- 117/158, 4.21 291210, A -19 =- 1561858, 5.19 -. 7211171, �ajS
5.18 -- 13001202, 6.18 - 14811 3 3 5, 1.1 7 7- 17816/177, 8.47 - 190/1529, 8- 19=- 806/172, 9.16-133/1027,
NOTES 9.14=- 1299/83,10- 14660/1841, 1 >•13 = -2808 /164, 11 131'362181, 1.23 =- 17/141
1) Wlnd: ASOE 7 -98; 90mph: h =2511: TCDL- +4,Bpsf;' ICDL= 4.8pSP Category II; Exp C; enclosed; MWFRS interior zone; LumberDOL =1,33
Plate grip DOL =1.33.
2) TOLL: ASCE 7.98; Pf =35.0 psf (flat roof anoW); 9 p C; Sheltered
3) Unbalanced snow load& have been conaldered fe this design.
4) Provide adequate drainage to prevent water pone ng.
6) This truss has been designed for a 10,0 psf bona 1 chord liv load nonaoncurrant with any other live loads.
6) All plates are MT20 plates unless otherwise indio led- Q
7) This. truss requires plate Inspection per the Tooth :oust Method when this truss Is chosen for quality assurance Inepsetlon. � �
8) This truss In designed In Accordance with the 20q I International Resigential 4ode sections RS02,11,1 and R502,10,2 and referenced , � J >�► S -
standard ANSI/TPI 1.
LARD CASES) Standard
8eptemberl 13, 2007
Q WARM=- W rW Walpnparometers and =AD J ?Tors oJY 9'706 411ID nvcsoaao JIOTJLJf RJD►JBRJNYCR DA6S MIT- 7�D86JSP'O,gJ9 vsJr.
Design va Iq For use only with Mnek comewors, This del im is Danad only upon paramele� &Mown. and is for an inel ldual bulldlne component.
Appl'rooDilily of doalpn pparomentere and proper incorpl nitpn of oomponenl h ieaponsibi4N or building dedgnar- nor Irus dGlonen Bracing shown
Is lar Ialaral suppport or Inq,Yidudl web mern0arc only. k dfllanal lemporary Wcarie to Insure slobtny dudna consiru0ll0n k the respomminb of tho -
eraaian Acidilenpl permangnl braa;np of the overall c uotue la the responab4ity of Bw bulldfla dasll For general guidance regarding aw•. •o rnro -x
fabi 0 on. quarry eonr slaraae, delNerv� III r1en 4 id [ocmp, conrull ANSIRPt1 �1LlAlay ale6a, D58•ar and DC911 Bltllding Canipal
fieteSy Inlarmhaon available Rohl lruxa Plat Inslllulc, !, 5 O rdD DMro, MaGBOn, WI 63719 7779 eS 10
OCT.23.2007 10 :55AN NO.572 P.5
j ob Truss S pe ry Ply el DO (ID) H
826020550
F5684 G12 ROOF TRUSS 1 7
aet'an
BTOCX COMPONENT6 -IF, Idaho Fells• ID @9409, CLAY d, 6.200 o J411 a Sa0 MR
5 ok Ind; Met, Ina Tue Bap 11 14;85;31 8007 NgL 1
a -2 - &%jo F t2j o = e_ 17-10.6 1 R 2a s o ,MAO 1 41.2.16 4&
2d -12 5.3 -14 5.2.14 SA•0 5 -1.0 6.6-0 2K4 II 0 -6-0 5-2.10 6.2.10 5-4.0 24.12
01 — Gx10 y 0x10 MT19hl 6x10 MT20H 4x5 i- 8ca c =1!100.7
7.8.0 1 8
RR C 7 9 BSANI G
Al IatGlrlidpt owe IT III
a -0.0 Typ
4 D S4 0100 12 9 ex
8x6 % 10
s 12}x1 11
• 4x6
5x6 4 8x6
4x5 4
1 2 \1 _ P^ A 12 15 i
66 24 20 NEW BB RINm 2
/ 18 - 0 20 1a $ ' 17 6 16 14
CONN51 7 FOR 22501.66, NEW SEARING
19.6.8 CONNEI T BY OTHERS 16 -4.12 TYP• 2.0.0 CONNEOT FOR 1600 .BS.
-- CONNECT BYOTHEF 3
244 1 3x10 = , D = axe = 4X5 = 6x0 = 4x5 = 4 0
i2A- f a - 1 -1 °�0 + 2.10. ����I�$E•n 99 -Qa I x1.2.10 _- 8110
2.0.0 5 -3.14 6.3.14 5-0.0 5.1.0 "-a 6.610 5x0 = 6 .2.1 0 54.10 W.0 0.2.12
GENERAL REPAIR NOTES: 2.0 -
THIS REPAIR IS FOR CHANGIN 3 THE TRUSS PROFILE AS SHOWN,
1) INSERT 2X4 MEMBERS (SPF No.2 OR BETTER) CUT OT FIT AS SHOWN IN SHADED ARE. kS,
2) ATTACH W CDX, STIR, 1, PLYWOOD GUSSETS TO EACH FACE OF TRUSS WITH 10 -D Nfi JLS (0.146" X 3,0r')
6" O.C., 2 ROWS WITH MINIS IUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF E/ ,CH MEMBER.
NOTE: 15/32, EXP, 1, 32116 SPi t RATED O.S. MAY BE SUBST FOR PLYWOOD.
P •3.6
eo-
LOADING (psq
SPACING 21 •0
CSI
DI I, in (loo) Ildalil Ual
PLATES GRIP
TCLL 3810
(Roof Snow =36.0)
Plates Increase I. 15
TO 0,73
Vert(LL) -0,23 20.21 X999 240
MT20 197/144
Lumber Increase 1 16
BC 0.48
Vert(TL) -0.36 19.20 499 180
MT20H 1481108
TOM e.0
Rep Stress Inc' V - 2
VVB 0.83
Hora(TL) 0.11 18 n/a n/a
MT18H 197/144
DCLL 0.0
Code IR020031rP129 f2
(Matrix)
Weight 227 lb
LUMBER BRACING
TOP CHORD a X 4 SPF I860F 1,6E •Except• TOP CHORD Structural weed sheathing direct I applied or 3.8.14 oe purllns, i lxcepi
5-6 2 X 4 DF 240OF 2 - and v@rtiGals,
SOT CHORD 2 X 4 SPF 165OF 1,SE DOT CHORD FWgid telling directly epplled or 6 D -0 oe bracing.
WEBS 2 X 4 SPF 165OF 1,6E'EXCept WEBS 1 Row at midpt 4-22,
2.24 2 X 4 SPF Stud /Std, 8.23 2 X 4 °F Stud /Std 11.18
4.22 2 X 4 SPF Stud/Std, 5-212 X 4 q DF $►udlBtd
9.17 2 X 4 SPF Stud /Std, 11 -16 2 X 4 WF 6tud/St4l
12.15 2 X 4 SPF Stud /Std. 1-26 2 X 4 ;PF Stud /Std
1.24 2 X 4 SPF Stud /Std, 13 - 14 2 X 4 IPF Stud /Std
13 - 15 2 X 4 SPF Stud /Std
REACTIONS (Iblelze) 24= 2434/0.68,16=283310 -1 .8, 15= 211/x6.8
Max Holz 24 = -2 ( load Casa 5)
Max Upllft243147(1oad ease 7), 111 33(load oase 6), 15=- 235(load case 2)
Max Gmv 203081 (load case 2),18'9 I090aad case 3), 16= 417(load case 3)
FORCES (lo) Maximum Compression /Maximum T melon
70P CHORD 1- 21 011 25, 2 -3 =- 2667/187, 3 -4+ -3 139/221.4 -6= 49521219, 5.6- 29501227, 6.7= -20761184, 7-as-2076/104,1111-9-1549/105
, 9 -10e- 13181126,10.11 1484/101 11 - 12m- 261442,12 - 13 =3/152, 1.25-- 2711,13.14■ - 019
BOT CHORD 24.26' -37/6, 23.20. 2951293, 22.2; "-307/2244,21-22-260/2401. 4441 - •2!36/2989, 19 -20. 210/4305, 18.1 939211 4 1 1,
17. 1832611096,10 -17 -345/95,15 16=40/4,14-15-3111117
WEBS 2-24-28851150.2-23-4612430, 3 - 1 )m -281/70,3-22=-951267, 4.28 - 108/124, 4- 211 /411139, 5 -21= •928/148,
5.20= -131 3 / 197, 8- 20116/1261, 4 19-6061129,7-19.-003/176, 8.19 =- 191 / 1530, 8.19- .6121172, 9.18- 13311042,
11-17-13261114,11-17m.4611077, 11! 16=4848/140,12-16=416131180, 12.15 ■-3611294, 1.24-3/40, 13.15w-411 I
NOTES
1) Wind: ASCE 7.98; BOmph; h =26IL TCDL =4,8l 94DL■4Apaf; Category II; Exp C; enclosed; MVVFR6 interior zone: Lumber 1301-0.33
pplate grip II
2) T01-L: ASCE 7 -98; PF =35.0 pef (Flat root snow); R p C; Sheltered
3) unbalanced anew loada have been considered fd this design.
4) Provide adequate drainage to prevent water pon( n
6) This truss has been designed for a 10.0 paf botlo 1 chord live load nonconourrent with any other live loads.
6) All plates are MT20 plates unless otherwise Indla tad,
7) This Inks requires plate Inspection par the Toetry D,ount Methad when this truss is chosen for quality asawnance Inspection.
6) This1russ is des igned In accordance with the 209 1 International Residential Code sections 8502.111 1 and R602,10.2 and referenced
A 1h►V3gen J CITES om 77119AND XCLUDADaf24J aXR1WMEME •04P8 aauouts !766,
Design valid for usa onlywith Weis connealars, This doi an 12 bawd only upon porametefs shown and it for an Individual building aemponeni.
Appllcabllily of dcsion PC Ian; and proper 1I vilon of component is reeponsibflily of building 41 - not truss designer. Orating shown
Is for lolerd suppom of i1QYQua1 wab mambas only. A id III Oral Iemparary prating la Irwurn 0Qblllly durino eonsfruahon le the raapoWhIlllly of the
erector Adtli' nal permanani broclna of the overall o ualure is the respomlblity of Iho bu ildlna de4oner. For general guldanco romordlna
[abRaafion. uoGly canlra, slots @A delrl!erv. a'cti'on 9 �d a ANSIRHI_diusmIVCrOepa. p9B.B9 and =11 1911din@ Carnponenl
Bak Inlonn�llon ova able Irom�NSS a Ihstlf It 4 no o DMe, FAaglaan, WI -3719
q Foy
�R S .
September) 13,2007
suite
OCT.23.2007 10:55AM
is
Ah
NO. 572 P.6
0
TIy96 8 Type
6JB7 DR 110) H
886030658
F6882
612 ROOF TRUSS
1
I FIY
1
STOCK COMPONENTS-IF, Idaho Falls, ID 18609, CLAY 0.
LOAD CAU(S) Standard
6,200 a Jyl 19 2006 MiTek InA arla ;, Inc. Tue Sep 11 14:211,212007
A WA9MNO , VerO de6(pa Aaronreeera sna Raga A IT ;S ONTErg AND Wg== atTISR RErM 112 AAGB JM11.79718NFORb V" e
peslan valid for use amly wlrh Wei: eonneelora. This d•al n 0 haxod any upon paramotam shown. and Is for an IndivldUgl puUding eomponenl.
APPfaapi6b of deai0h aromenlait and proper Inoorpq 9fion of component Is responsf b @b of 6uiping designer- Mal war d•8i8nar. erocing rhown
is for Icseral su ppport of P dMdual web members only. RI YtionOl temporgry braa ®1e ineuro Nghillry during eondrucllon k the rosponslbllUly of the
erearor• Additional permonant braeln0 oNhe overall all nature Is the respongpTry of he building Oealgner. For amoral g4dchae regarding ra.n.+e ....o�M•
fob (a_apon 4�aIl1Y oonthl, alorag� delvesry, n)ncl q p bracl p conouil 'N81 211 q 9 Illy QOadw W149 and II OuUdlh@ Cempon•M 7 Greenback Lane, Suite 10B
3 al• lnlermo Ion avofj%c nom rues Idle Ins�lfu a 51 o io DMe� Madison, WWI5171 1111ru s 1`1010111s. CA, FAR
OCT.23.2007 10 :56AM
IL
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Q _ a
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a $ = a a u'
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OCT.23.2007 10 :53AN NO.572 P.1
a
1575 Peden ;on St.
A.
Phone: 208 5282309
Fair: 208 52 -2320
a W OV:S1r LEY. Ochipithy
E=ai� Pa'gesr
phone: Gate
CQ
I
❑ Drga9se� t=ar low lease Ear6ment 13 Please knoly Recpao b
. • GdRUneeEst
'7'/ j.5
DISCREPANCY:
TO BE CORRECTED BY
DATE:
Page 1 of 1
IDAHO%IVISION OF BUILDINOSAFETY
Hydraulic Elevator Inspection Report
Building Name:
Country Wide Properties Contact: Alan Cook
Address: 1216 Stocks Ave. Email:
L
City: Rexburg
IZip: 83440
IPhone:
Owner: Alan Cook
lAddress: 140 North 2nd Wet
MOM:
208 709-4453
City: Teton
IState: Idaho
jZip: 8345I
IEmail:
Elevator Contractor
Thyssenkrupp
Address:
deanormsby0thyssenkr9p-P —Corl
General Contractor
Alan Cook
Address:
aerotech@fretel.com
Additional Copy To:
Address:
Test Performed R:
Company:
ELEVATOR INFORMATION:
State ID Tag X
H001909
Inspected to ASME
A17.11A18.1 - 2001
and ASME All 7.3 -2000
Inspection Date:
April 28, 2008
Acceptance: x
Elevator SN: EX-5996
Installation Date:
October 3, 2007
5 Year.
Capacity: 2,100 lbs
Mod/Upgrade Date:
Modification:
Rated Sp Up: 80 forn
Number of Floors:
2
lConsultation:
Rated Sp Dn: 105 fpm
Temporary Certificate Exp Date:
I Certificate to Operate Exp Date:
April 28, 2013
Inspector: Russell E. Sidell lPhone 237-2947 JEmail: 1§joell dbsJdaho.qqv
TOM # C-3733
DISCREPANCIES NOTED:
DISCREPANCY:
TO BE CORRECTED BY
DATE:
Page 1 of 1
rvn12A111 IC` P1 GVAT[)a
ELEVATOR MODERNIZATION
Checked
comments
Modernization Completed
NA
Modernization Required
NA
MACHINE ROOM
checked
Comiments
Enclosure & Access
X
Door Hardware
X
Tempeaatuie Cuntiol
X
Electrical Requirements
X
Signs and Markings
X
Alarms and Shunt
NA
Safety Guards & Serviceability
X
By -pass Switches
K
Non Elevator Utilities and Drains
X
Manual Shut Off & Plunger Test
X
Seismic Requirements
X
Manual Lowering & Anti Creep
X
Pump Relief Setting
X
300 working- 380 relief
Battery Lowering or Standby Power
NA
INSIDE CAR
checked
Comments
In Car Stop Switch
X
Emergency Lighting (power off)
X
Emergency Signal (power oft)
X
Means of Two -way Communication
X
Operating Controls
X
Car Enclosure
X
Inside Net Platform Area
X
24.43 sq ft
Side Emergency Exits
NA
Fire Service Phase I
X
Firefighters Service Phase 11
X
OUTSIDE HOISTWAY
checked
comments
Hoistway Doors & Unlocking Device
X
Emergency Doors in Blind Hoistways
NA
Smoke Detector
X
Keyed Access
X
PIT
Checked
Counts
Car Platform Guard
X
Elevator Stop Switch
X
NEMA 4 Requirements
X
Pit Light
X
Electric Receptacles
X
Pit Access Door or Ladder
X
Overspeed Valve Installed and Test
X
set at 130 FPM
Plunger Gripper and Test
NA
Seismic Requirements
X
Traveling Cables and Junction
X
Proper Guards Between Pits
NA
Oil Buffer
NA
Solid Bumper
NA
Spring Buffer and Data Plate
X
25
Pit Sump and Drain
X
Bottom Run -by & Refuge
X
8.536.5
Normal Stopping Device
NA
Car Frame and Platform
X
Alarms and Shunt
NA
Pit Construction
X
TOP OF CAR
checked
Corrwmnts
Top of Car Operating Devices
X
•vnPAI II 1r' PI Fv®T['S
Top Emergency Exit
X
Venting and Utilities
X
Seismic Requirements and Rails
NA
Clearances & Car Construction
X
Approved Floor Over Hoistway
NA
Sill Guards & Recesses
X
Stopping Device & Speed Limit Switch
X
Hoistway Door Interlock & Restrictors
X
Car Door or Gate Ajar Limit
X
Construction of the Hoistway Enclosure
NA
Alarms and Shunt
NA
Upper Run -by & Refuge
X
3.5" 65.75