HomeMy WebLinkAboutCO & DOCS - 02-00028 - Bingham & Sons - RemodelCERTIFICATE OF OCCUPANCY
City of Rexburg
Department of Building Inspection
Building Permit No: R- o2 -o6 -o1
Applicable edition of code: ❑ International Building Code 2000
❑ International Residential Code 2000
❑ Uniform Building Code 1 997
Site address: 11 West Main Street
Use and occupancy: Commercial Remodel
Type of construction:
Design occupant load:
Sprinkler System required: ❑ Yes ❑ No
Name and address of owner: Bingham and Sons
11 West Main Street
Rexburg. Idaho 8344o
Contractor: Hirschi Construction
Special conditions:
Occupancy: ❑ Full
This Certificate, issued pursuant to tbe requirements of Section 109 o tbe International
Bui[bing Cote, certifies that, at the time of issuance, this bui[bing or at portion of the
buibing that was inspected on the bate listeb was f ouna to be in compliance witfj tbe
requirements of the cote for the group anb bivision of occupancN anb the use for which the
propose occupancN was cfassi f ieb.
Date: November 21, 2003 (4 :3
❑ Partial ❑ Temporary
C.O. Issued by:
Building Official
There shall be no future 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.
Water Department Fire Department
State of Idaho Electrical Department - (208 - 356-4830) ❑ Merlin Webster
BUIL G PERMIT APPLICA REXBURG, ID DATE 4-
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS.
OWNER
BUILDER
STRUCTURE:
0 RESIDENCE
FOOTINGS
0 CONCRETE
0 MASONRY
0 OTHER
REMARKS:
VALUE
BUILDING
INSPECTOR
0 NEW
0 COMM.
JOB ADDRESS
ARCHITECT DESIGNER
0 REMODEL 0 ADDITION 0 REPAIR 0 RENEWAL 0 FIRE DAMAGE
0 EDUCATIONAL 0 GOVT 0 RELIGIOUS 0 FENCE 0 PATIO 0 CARPORT 0 GARAGE 0 AWNING
BASEMENT INSULATED
FOUNDATION
0 CONCRETE
❑ MASONRY
0 OTHER
0 PARTIAL
0 FULL
0 NO
FLOORS
0 WOOD
0 CONCRETE
0 OTHER
EXT. WALLS
O WOOD
0 MASONRY
0 CONCRETE
0 VENEER
❑ METAL
0 STUCCO
INT. WALLS
0 WOOD
❑ MASONRY
0 CONCRETE
0 DRYWALL
❑ PLASTER
O TILE
CEIUNG
❑ WOOD
❑ DRYWALL
0 PLASTER
❑ TILE
0 ACOUSTIC
O OPEN
ROOF
HEAT
0 BUILT UP. 0 GAS 0 WALLS
0 WOOD SH. DQ OIL 0 CEILING
0 COMP. SH. 0 COAL 0 FLOORS
0 TILE 0 FIREPLACE 0 PERIMETER
0 ROLL ROOF. 0 ELECTRIC
0 METAL
This permit is issued subject to the regulations contained in the Uniform Building : e and Zoning Regulations of Rexburg, and it is hereby agreed
that the work to be done as shown in the plans and specifications will be complet- a in accordance with the regulations
pertaining and applicable thereto: The issuance of the permit does not waive restrictive covolant3.
PA
DATE
JUN 0 3 2002
ADDRESS
PHONE
WHITE—Owner's Copy CANARY — Building Department's Copy PINK—ASsessor's Copy GOLDENROD - Inspector
APPLICATION FOR BUILDING PERMIT
CITY OF REXBURG, IDAHO
Date of Application r Permit No. R
OWNER
Name /2 ; � �cn• 4 Pi
Site Address /) /v f /:
Mailing Address
City /State /Zip g_ (?,.b a Ld 4Cv $ 3 y e 7 l 4"
Telephone/Fax/Mobile 15 6--- , S`5 /
CONTRACTOR
Name ! /i r f ` 1 0 94
Mailing Address /J >
City /State /Zip l2 E t c, , � i , - y T d /C J 4 V'4
Telephone/Fax/Mobile J -.
PROJECT INFORMATION DEPARTMENT APPROVAL
Property Zone: Is existing use compatible with zoning, (screening parking, etc)
When was this building last occupied
Architect/ Engineer Firm Plan Name
Subdivision Lot Block
Circle One Residential Commercial Education vernment Remodel Other
Circle One New House ition/Remodel New Commercial Commercial Remodel
Circle One Basement: None Finished / Unfinished Other: None/ Patio/ Carport/ Awning N/A
Lot Square Footage
Square Feet Garage Square Feet Number of Stories Height of Building
What will structure be used for: Home Home Business Apartment Commercial Other
Will there be an apartment? If so, how many units
Total Estimated Cost Are you in a flood plain
Signature of Applicant
Code
Zone
Building Type
Lot Width
*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
PAUD
JUN 0 2002
CITY OF REXBURG
Building Permit Fees ,2.,,51.
Plan Check Fees 5i (2--
Plumbing Permit Fees
Digging Permit Fees
Water & Sewer Fees
Front Footage Fee
TOTAL $ g-76, (--°
Signature of Inspector
Issued by
Veb Truss
Q35989 IA10
.)
TrussType
FINK
Qty
1
Ply
1
RE7vBINtGWA19147121,3 (ID) K
(optional)
MAY.28.2002 3 :14PM
• u-, ra9no r9u IU 33203, Er ic
TOLL G 35,6
TCDL 8.0
BOLL 0.0
BCDL 8.0
-2-0-0
2-0.0
3x4
LU HER
TOP CHORD 2 X 4 SPF No.2
SOT CHORD 2 X 4 SPF No,2
OTHERS 2 X 4 SPF Stud/Std
11 -0.0
11.0 -0
a01� a Nov 162000 MTok I ntluSUfas, I na TUG May a3 'I. 06;43 2002 Pape
4x4 =
22.0.0
2a -0.0
22-0-0
11.0.0
e* *NW4* W ∎ * *• **i"'o'* *''i* **�"w* + * +�ir•w* 4r*Wr a ••�*
21 20 19 18 17 16 15 14 13 12
1,5x4 I I 1.5X4 I I 1.5x4 I I 1,5x4 I I 3x4 = 1,5x4 I I 1.5x4 I I 1.5x4 I I
1.5x4 11 1.5x4 11
SPACING 2 -0.0
Plates Increase 1.15
Lumber Increase 1.16
Rep Stress her YES
Code UBC97 /ANS195
cal 0,09
BC 0,06
(Matrix) 0,09
DBFI. n (toe) 1 /dell
Vert(LL) n - no/4 Ho rz Th ) 0 0 0 11 n /a
1st LC LL MmI/deo-240
PLATENS
Weight 80 Ib
NO.701 P.3 /3
3x4
BRACING
TOP CHORD Sheathed or 6-0-0 oc pans, BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
24-0 -0
2.0.0
Scale • 1:47.4
GRIP
197/144
REACTIONS (Ib /si2e) 1= 94/22 -0 -0, 16"0/22.0.0,11=94 /22 -0 -0, 17 =154122.0- 0,18= 171/22 -0 -0, 19 =176/22.0.0, 202166/22.0 -0, 21= 223/22 - 0-0,15= 171/22.0.0, 14= 176/22 -0 -0
13 ■156/22 -0.0, 12 =223/22 -0 -0
Max Hors 1 case 4)
Max UpIi618 =- 17(Ioad case 4), 19 =- 20(load case 5), 20 •-17(load case 4), 21=- 24(load case 5),155.16(load ease 3), 14=- 20(Ioad case 5),1'..- 16(toad case 3),
120-24(Io d case 5
Max Grav1 =94 l oad case 1), =84(Icad Case 1), =154((load case 1), 18 =179Qcad case 6),19= 176(loed case 1), 20 =157(load case 6), 21= 223(load case 1),
15= 179(load case 7), 14 =176(load case 1),13 =157(load case 7),12 =223(load case 1)
FoRcEs (Ib) . First Load Case Only
TOP CHORD 1 -2528 24=-63, 3.4=- 59.4- 5 = -60, 5.6e -59, 6-7=-59, 78 = -60 8.9= -59, 9.10 = -8:i, 10- 11 = -65
SOT CHORD 1 -21 =1� 20 -21 =19 19.20 ■19 18 -195 19,17- 18 =19, 16.171119, 15 -16=19 14 -15 =19 13 -14 =19,12- 13=19, 11 -12 =19
WEBS 6- 17 = -153, 5.19■ -1 4-19= -174, 3 -20 =- 162,2 -21=- 206, 7 -15= -171, 8 -14= -174, 9.13 = - 162,10 -12 =-205
NOTES
1) This truss hes been checked for unbalanoad loading condl)lons.
2) This truss has been designed for the wind loads generated by 80 mph winds a1251 above ground level, using 8.0 psf top chord dead
load and 8,0 psf bottom chord dead toad, 100 mi Qom hurricane oceanql�ine on an occupancy category 1, condition I enclosed building,
of dimensions 45 ft by 24 ft with exposure B ASCII 7.93 per UBC97 /ANSI95 If end verticals or cantilevers exist, they are exposed to
wind. If porches exist, they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase is 1,33
3) Gable requires conftnuous bottom chord beanng,
4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurront with any other live loads per Table No. 16-B,
UBC -97.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 Ib uplift atjaint 18, 20 Ib uplift at joint
19,17 Ib uplift at joint 20, 24 Ib uplift at joint 21, 15 Ib uplift atjoint 16, 20 Ib uplift at joint 14,16 Ib uplift at joint 13 and 24 Ib uplift at
joint 12,
5 ) Thls truss has been designed with ANSI/TPI 1 -1995 eritaria,
LoAD camp Standard
PleteU
MAY .28.2002 3:14PM
TrussType
FINK
eta
LOADING TED
TCLL 85.
TCDL 8.0
BOLL 0.0
BC DL 8.0
Truss
Q3s989
Anderson CORlponents - IF, Idana MIS, ID 83403, Elio
Al
- - 0.0 5 -9 -° 11 -0.0
2 -0 -0
5.8-4
7-6-3
7-6-3
Y : ;0 2-0 0 -0.2 6:0.2•• 0 - 0 - 2
SPACING 2 -0.0
Plates Increase 1.16
Lumber increase 1.15
Rep Stress Incr YES
Code UBC97 /ANSI96
5 -2 -12
3x4 =
TC 0.68
BC 0.62
WB 0.31
4,201
4x4 =
4
5-13
6 -11.11
Qty
3
Ply
1
(0 M s Nov 16 20] ITex Industries, Inc. rue May2615:08:31 20D2 - P - age 1
16.2- 2
5 -2 -12
pan. in (loc) 1 /dell
Vert(LL) -0,09 8-10 x999
Verl(1.) -0.19 8 -10 >999
Horz(TL) 0,05 6 Ns
161 LC LL Min I /dell = 240
NO.701 P. /3
RE7t/9ING11AM /12 DI3 (0) K
22 -0 -0
7 -6 -3
LUMBER
TOP CHORD 2 X 4 8PF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 6PF Stud /std
REACTIONS (Ib /size) 2.1296/0-5-6, 8= 1296/0.54
Max Holz2 = -41 Joad case 3)
Max Up11fl22 -11 (load cane 5), 62.117(load case 6)
FORCES (Ib) - Firs' Load Gaeta Only
TOP CHORE 1 -2239, 232.1725, 3-4=-1480, 4-5.-1480, 5 -62 -1726, 8-7E39
BOT CHORD 2-10=1526, 9 -10 ■1051 8.9 21051, 6-8.1526
WEBS 3-10..378, 4 -10=512, 4- 8=512, 5 -82378
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss he been designed for the wind loads generated by 80 mph winds at 26 ft above ground level, using 8.0 par top chord dead
load and 8,0 pef bottom chord dead load, 100 rni tram hurricane eceenline, on an occupancy category I, condition I enclosed budding.
of dimensions 45 It by 24 ft with exposure B ASCE 7.93 per UBC97 /AN8195 If end verticals or cantilevers exist, they are exposed to
Wind. If parches exist, they are exposed to wind. The lutnber DOL increase Is 1,33 and the plate grip increase Is 1.33
3) Thi tru has been designed for a 10.0 pef bottom chord live load nonconeurrcnt with any other live loads per Table No. 18-13,
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 Ib uplift at Joint 2 and 117 Ib uplift at
Dint 6.
5) This truss has been designed with ANSI /TPI 1-1095 criteria.
LOAD CA5Bt6) Standard
22 -0 -0
54.4
6 12
1.5x4 \\ 1.5x4
3 5
PLATES
MI120
Weight: 80 Ib
TOP CHORD Sheathed or 3-10.4 oc puTlins.
BOT CHORD Rigid ceiling directly applied ar 10 -0.0 oc bracing.
2 0-0
2-0-0
GRIP
197/144
Scale • 1:48,8
It
ROOF LOAD
�Psf)�
HOUSE
WIDTH
ROUGH OPENING
9'-3 ";
10' -0 "
12' -0"
14' -0"
1 6. -3"
18' -3"
1 x 91 "
1 x91/4"
1 x91/4"
1 x111/4"
31/2" x 1 1'/4"
31" x111/4"
31" x14"
31/2" x71/4"
51/4" x71/4"
31/2" x91/4"
51/4" x91/4"
51" x 111/4"
1 "x91/4"
1 x91/4"
1 "x11' /4"
13/4" x111/2"
31 "x114"
31 "x14"
31/2"x14"
3 x 71"
31/2" x91/4"
31" x91/4"
51" x91/4"
51" x111/4"
5¼"x11%"
36r -0 ";
13/4" x91/4"
1 x 111/4"
1 x 1 11/4"
3 x91/2"
31" x111/4"
31/2" x 14"
31/2" x 14"
5 x 7
3 x 91"
3 x 91/4 "
514" x 9 "
5 x 91"
5 x 11
- 0
1 x91/4"
1 x91/4"
1 x 111"
1 x 11 /8"
31/2" x 111"
31/2" x111/2"
3' /z" x 14"
31" x71/4"
31" x91/4"
31" x91/4"
51" x91/4"
51" x111/4"
51" x11
2OLL + 20DL`
30' =0 "r
1 x91/4"
1 x111/4"
1 x 111"
31" x91/2"
31" x111/4"
31" x 14"
31" x 14"
51" x71/4"
31" x91/4"
31" x91/4"
5 x 9
51" x91/2"
5 x 11
36' -0"
1 "x9
13/4" x111/4"
1 "x11
31 "x11' /a"
3 "x11 /8"
31 "x14"
31 "x16"
5 x71/4"
31" x91/4"
31" x91/4"
51" x 91/4"
51/4" x 11 1"
51/4" x 1 11/2"
<14"
24' -0"
1 x91/4"
1 x 9
1 x 1 1 1"
1 x 14"
31" x 1 1
3 x 1 1
'Ti
31/2" x 71"
3' /z" x 9Ya"
31/2" x 9' /a"
5Y4" x 9
5Ya" x 11 /a"
5 /a" x i �'+ ".
25LL +15DL'
30' -0"
13/4" x91/4"
1 /4"x11 " -
1 /a "
3Y " 9Yz"
3 " x 1 1Ya"
31/2 " " x1
3' / " x16 "
51" x71/4"
31" x 91"
31" x91/4"
5 x91/4"
5 x91/2"
51/4" x 11 1/4"
51" x 14"
36'0"
31/2"
13/4" x111/4"
13/4" x14"
31/2 "x111"
3 "x14"
3'/2 "x14"
31 "x16"
51" x71/4"
31" x91/4"
31/2" x91/4"
51" x91/4"
51" x 11 1"
51" x 111/2"
51" x 14"
24' -0"
1 x91/4"
13/4" x111/4"
1 x111/4"
1 x 14"
31" x 11
31" x 14"
31" x 14"
U..1
51" x 71 "
31" x91/4"
31" x91/4"
31" x91/4"
51" x91/4"
51" x 111"
Z e 3 '/2
30LL- +. 15DL
30' -0"
"x91"
1 "x11'/4"
1 /a "x14"
3' /z "x111"
31 "x11 /8"
31 "x14"
31/2" x16"
O
' .
51" x71/4"
31" x91/4"
31" x91/4"
51/4" x91/4"
51" x111/4"
51" x 1 1
51/4" x 14"
36' -0"
3'/ x9 4
1 x 14"
13/4" x 14"
31" x 111/4"
31" x 14"
31" x 16"
31" x 18"
5 x71/4"
31" x91/4"
31" x 9
5 x91/4"
51/4" x111/4"
51/4" x 14"
5 x14"
31 "x9
1 "x114"
1 "x14"
31 "x111"
31 "x11
31 "x14"
3 "x16"
5 "x7
31 "x91"
31 "x9
51 "x9
51 "x11' /4"
51 "x11
51 "x14"
40LL + 15DL
30' -0"
1 "x111"
1 "x14"
1 "x14"
31/2" x111/4"
31/2" x14"
31 "x16"
31/2" x18"
31" x91/4"
31/2" x91/4"
31" x91/4"
51" x91/4"
51" x111/4"
51" x 14"
51" x 14"
36' -0"
1 "x14"
31 "x91"
31/2" x111/4"
31/2" x14"
31/2" x16"
31 "x18"
5 "x16"
31" x91/4"
51/4" x91/4"
51/4" x 1 1 1"
51" x 1 1
51/4" x 14"
UPP"ORT/NG" Oty
GENERAL NOTES:
Table is based on:
• Uniform loads.
• Worst case of simple or continuous span. When sizing a continuous
span application, use the longest span. Where ratio of short span to
long span is less than 0.4, use the TJ- BeamT^' software program or
contact your Trus Joist MacMillan representative.
• Roof truss framing with 24" soffits.
• Deflection criteria of L/240 live load and L /180 total load. All members 7V4"
and less in depth are restricted to a maximum deflection of 5 /l8 ".
Also see General Assumptions on Page 3.
How TO USE THIS TABLE
1. Determine the roof loading (live load, dead load and load duration factor)
and find the appropriate section of the table.
2. Within that loading section, find the HOUSE WIDTH that meets or exceeds that of
the roof trusses.
3. Locate under ROUGH OPENING the opening size that meets or exceeds the door
or window rough opening size.
4. Select Microllam® LVL header size indicated in the appropriate cell of the table.
BEARING REQUIREMENTS
Minimum header support to be double trimmers (3" bearing) at ends and 71"
bearing at intermediate supports of continuous spans.
In shaded areas, support headers with triple trimmers (41" Mi, at ends and
11¼" bearing at intermediate supports of continuous spans. /,
1.9E
ANDERSON LUMBER COMPANY - RE X BURG
671 SOUTH HIGHWAY 191
P.O. BOX # 792
REXBURG, IDAHO 83440 1-208-356-4626
- 36 - M ir=1 R Pr L_ 1=e Ft ICE "T M 16:15 01
SOLD HIRSCH CONSTRUCTION INC.
TO 1725 E. 100 N.
REXBURG, I DAHO 83440
** THIS MATERIAL PRICE ESTIMATE IS SUBJECT TO DINGE WITHOUT NOTICE **
No guarantee or representation is made that quantities art sufficient to
complete this project. Price quotes are good for four days fro' above date.
SHIP BINGHAM
TO:
CUST#:234286.000O EXP DATE:05/28/02 TERMS: NET 10TH
356-9002
WT
05/28/02
1461.10
S- 1
P- 61
A- 48
W- 48
C- 5
P- 17
L# QTY DESCR I PT ION I TEM* UN I TS PR I CE AMOUNT
1 1 MSC TRUSSES SPECIAL ORDER 15999998E 1 270.0N EA 270.00
2 7 4X8-19/32" OSB WAFERBOARD 07040050M 7 9.34 EA 65.38
3 15 2X4-16 STD & BTR FIR S45 DRY 01055016M 15 5.38 EA 80.70
4 MICRO-LAM BEAM 16150000M 12 2.85 LF 34.20
5 1 #15 STANDARD FELT 4 SQ. 17300000M 1 14.49 RL 14.49
6 3 4X8-7/16" OSB WAFERBOARD 07040020M 3 6.78 EA 20.34
7 4 4" STEEL FACIA 31999998E 4 5.85 EA 23.40
8 8 1 /2" SOFFIT J 31999998E 8 3.5N EA 28. 00
9 12 SOLID SOFFIT 31999998E 1 8.25 EA 99.00
10 1 MS U RIDGE 12'-0 PTD 31120220M 1 11.22 EA 11.22
11 3 MS MINI GABLE 12' PTD 3112030M 3 11.29 EA 33.87
12 2 MS MINI EAVE RAKE FLASHING PTD 31120400M 2 6.63 EA 13.26
13 1 MS ROLL VALLEY 28" X50' PTD 31120520M 1 67.30 RL 67.30
14 75 MS 29 GAG 36" PTD PANEL 31120160M 75 1.55 LF 116.25
15 250 MS 1-1 WOOD GRIPS PTD 31121230M 250 .07 EA 17.50
i6
17
18 6 2X6-16 # 2 & BTR FIR 84S DRY 01056116M 6 7.46 EA 44.76
19 10 2X6-12 # 2 & BTR FIR S4S DRY 01056112M 10 5.03 EA 50.30
20 3 4X8-7/16" OSB WAFERBOARD 07040020M 3 6.78 EA 20.34
SUBTOTAL 101W.31
D IDAHO SALES TAX 5N.52
TOTAL 1060.83
*
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