HomeMy WebLinkAboutBP & DOCS - 08-00164 - Madison High School - Roof RepairS V.xeu R
Uo e cf CITY OF
' • •
_> REX
�^ Av Buil
' et '.Heo ` a°
America's Family Community
Permit
•
ISSUED TO:
PERMIT #: 0800164
NAME: Madison School Dist #321
FOR THE CONSTRUCTION OF: Madison High School Roof Re JOB ADDRESS: 134 Madison Ave
GENERAL CONTRACTOR: Bateman & Hall
This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the
City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations
of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on
the Building Permit Application as approved by the Building Inspector.
Date Approved
04/04/2008
Issued
Building Inspector
THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE
THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY
1) A complete set of approved drawings along with the permit must be kept No work shall be done on any part of
on the premises during construction, the building beyond the point indicated
N O T I C E 2) The permit will become null and void in the event of any deviation from the in each successive inspection without
■ accepted drawings. approval. No structural framework of
3) No foundation, structural, electrical, nor plumbing work shall be concealed any underground work shall be covered
without aonroval.
INSPECTION CARD
BUILDING
Date ADDroved
1. Framing
2. Insulation
3. Drywall
4. Final
ELECTRICAL
Date Approved
1. Rough -In
2. Final
OTHER
Date Approved
F l. Fire Department Fine
24 Hour Notice
and Permit Number required
to make inspection appointments
For Inspections Call 359 -3020 option 2
ACERTIFICATE OF OCCUPANCY CAN NOT
BE ISSUED PRIOR TO FINAL ELECTRICAL
& PLUMBING INSPECTION
n"7 C I 'T' Y O B
_.
REXBURG
c . V
Am
Please Complete e Entire Application!
If the question does not apply fill in NA for non applicable
America's Fanidy C:omownity
COMMERCIAL & MULTI FAMILY BUILDING PE. 08001
19 E MAIN, RE xB URG, ID 83440
208 - 359 -3020 X326 Madison High School
PARCEL NUMBER: ' _b 02�m ` (V Roof Repair
SUBDIVISION: UNl l iT 131 "k-rs-tr `.
is based on the Intormatlon - must be accurate
OWNER NAME: MApt5og 4 dam Dls -rr-%c - '*3V CONTACT PHONE # 359
PROPERTY ADDRESS: NIA n t 5arl ABC .
PHONE #: Home ( ) Work ( ) 35 - 3'3ap Cell( )
OWNER MAILING ADDRESS: ?NQ 14. 1 CAG CITY: RExBvtia STATE: =D ZIP: 83qqis
EMAIL FAX - S59 - 33-4 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
STATE; ZIP,
PHONE #: Home (
EMAIL F
Work ( ) Cell (
CONTRACTOR
MAILING ADDRESS: 1 Fcx5-C'E 17- R IvtZ CITY 2 : bAo 6 FALLS STATE =D, ZIP $3 yo3
PHONE: Cell# Work# 5 Z 3 - ZG 8 1 Fax# 5 Zq _ yy3 5
EMAIL IDAHO REGISTRATION # & EXP. DATE RC E: - IIJ5 12 /►y /2ooP,
How many buildings are located on this property? Tuh
Did you recently purchase this property? No es (If yes, list p w"r' Ia;e 1 , F
Is this a lot split? NO YES (Please bring copy of new legal 4psciaptton of property)
PROPOSED USE: Zc c 2.vo 0
(i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, (mme� tc.) — CIRCLE ONE
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTf IORI7A'T'1_ N FTnder ">? kpf gHu y , I hereb certif that I
have read this application and state that the information herein is correct and I swear that any infmrma6mn I i I p h=.ftcT be girefftT 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 buikling official may revoke a pe o approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact
in app catio n the plans the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days.
Signature of )Wh DATE
Do you pA-ffer to be contacted by fax, email or phone? Circle One
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 )anyw 4 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**
CITY:
2
• •
Building Safety Department lik CITY or
City of Rexburg V REXB R G
Fa 19 E. Main jonellh@rexburg.org Phone: 208.359.3020 ext 326 America's Community
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
Affidavit of Legal Interest
State of Idaho
County of Madison
I,
Name
City
Address
State
Being first duly sworn upon oath, depose and say:
(If Applicant is also Owner of Record, skip to B)
A. That I am the record owner of the property described on the attached, and I grant my
permission to:
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 herin or as to the
ownership of the property which is the subject of the application.
Dated this day of , 20
Signature
Subscribed and sworn to before me the day and year first above written.
Notary Public of Idaho
Residing at:
My commission expires:
3
• • City of Rexburg
NAME MSJ3Z1
PROPERTY ADDRESS
SUBDIVISION
Dwelling Units:_
Please Complete the Entire Application!
If the question does not apply fill in NA for non applicable
Parcel Acres:
SETBACKS
FRONT SIDE 1G, -r«iC -r SIDE Ex�s BACK E��s-r�t4
Remodeling Your Building /Home ( need Estimate) $ 50 000. oo
SURFACE SQUARE FOOTAGE. (Shall include the exterior wall measurements of the building)
First Floor Area REPRi4- A ra ''/ 1. Goo 5. fo Unfinished Basement area 14A
Second floor /loft area 8 A Finished basement area 14 A
Third floor /loft area to A Garage area 1Ah
Shed or Barn _ AA Carport /Deck (30" above grade)Area t4A
Water Meter Quantity: Ex,6-r „Ac:;t Water Meter Size: 1xt6-nt4 a
Required Y
PLUMBING
Plumbing Contractor's Name: IAA Business Name:
Address City State Zip
Contact Phone: ( ) Business Phone: ( )
Email Fax
FIXTURE COUNT (including roughed Erxtures�
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
of Licensed Contractor License number
Date
4
11 The City of Rex r� s permit fee schedule is the same as reauired by the StaW Idaho 11
NAME M5D ' Mntsati giu,A satiefey
PROPERTY ADDRESS
SUBDIVISION
Please Complete the Entire Application!
If the question does not apply fill in NA for non applicable
Permit#
RequiredN
MECHANICAL
Mechanical Contractor's Name: IAA Business Name:
Address City State Zip
Contact Phone: ( ) Business Phone: ( )
Email Fax
Mechanical Estimate $ (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
Dryer Vents
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 & Aplication
Point of Delivery must be shown on plans.
Required! Signature of Licensed Contractor
The
License number
schedule is the same as
the Stat
Date
9
0 0
Building Safety Department
City of Rexburg
19 E Main ionellh @rexburg.org Phone: 208.359.3020 x326
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
OF gEXHitpC
� �
C' o
.,
CITY OF
P EXBURG
CW - - - -- __�.
America's Family Community
OWNER'S NAME M5b MAD1664 teail ScAent -
PROPERTY ADDRESS
SUBDIVISION
PHASE
RequiredMf
LOT BLOCK
ELECTRICAL
Permit#
Electrical Contractor's Name a l`✓ l i Business Name
Address � P City �r'�t k � State Zip
Cell Phone (*r) Business Phone ® dkOv'' -` i �T 3 Kr/
Fax �0 6 / __7�3 t /17 Email
Electrical Estimate (cost of wiring & labor) $ 1, 5aa (COMMERCIAL /MULTI - FAMILY ONLY)
TYPES OF INSTALLATION
(New Residential includes everything contained within the residential structure and attached garage at the same time)
1AA Number of meters being installed
:gA— Up to 200 amp Service*
1A 201 to 400 amp Service*
A Over 400 amp Service*
9— Existing Residential (# of Branch Circuits)
9 Pt Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year)
1JA . Spa, Hot Tub, Swimming Pool
RA Electric Central Systems Heating and /or Cooling ( when not part of a new residential construction permit
and no additional wiring)
NA Modular, Manufactured or Mobile Home
Other Installations: Wiring not specifically covered by any of the above
Cost of Wiring & Labor: $ 1,56o R Zfjovjgt. § Rn,tsrAuwreN or- E-Au5r'tW,. Ltra
ilA Pumps (Domestic Water, Irrigation, Sewage) AHD omoViftu►Yto14 Go>rpuir To
tow goot--
KA_ Requested Inspections (of existing wiring)
Tempo Amusement/ Industry
of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
V —S t
rld
n
Signature of Licensed Contractor W License number W Date
The City of Rexburg s permit fee schedule is the same as required by the State of Tdahn
ok 4Y.XB q
v c
C I T Y OF
Building Safety Department
City of Rexburg
19 E. Main janellh @rexburg.org Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
REXBURG
-.11 ____ C, ..._....__. _
Americas Family Community
APPLICATION: "CONSTRUCTION PERMIT"
CONSTRUCTION PERMIT #:
PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO
APPROVED BY:
- APPLICANT INFORMATION:
Business Name: Mrg►7. ts o" Scktco%. bts-rate_ -r _
Office Address: 2ao iA , 3 s-r cAST RtGU3y¢ a _ � 83y,I4 d
City State Zip
Office Phone Number: ( ) 5 - 3 co
Contractor Performing the Work: 2 o Tior1 &r-6MAr4 - tx ir4e,,
Contact Person: M GL.F_>M "-r5 Cell Phone # ( )
- LOCATION OF WORK TO BE DONE:
Street Address Where Work Will Be Done: 3 L1 A �
,
Business Name Where Work Will Be Done: MAht A r-a Sutm�
�
Dates For Work To Be Done: A PRaL_ To Jot-4F_
Contact Person: D C11L, LL- Ir -MLAT . Z^T&-^atA- 0 ^k,1-
Phone Number: ( ) 5 77. -2G m Cell # ( )
PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR:
AUTOMATIC FIRE- EXTINGUISHING SYSTEMS T EMp. GAP c F 51*91144t-Ee. 96AT>s T>,i
F- w Stith But-O'WA -ro Aeeo "•hotJq C-
❑ COMPRESSED GASES Rr-vAtp of 2ocF
❑ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT
❑ FIRE PUMPS AND RELATED EQUIPMENT
❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS
❑ HAZARDOUS MATERIALS
❑ INDUSTRIAL OVENS
❑ LP -GAS
❑ PRIVATE FIRE HYDRANTS
❑ SPRAYING OR DIPPING
❑ STANDPIPE SYSTEMS
❑ L EMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES
�l,,j
Applicant Signature D4 e'
7
0 0
SUBCONTRACTOR LIST
Excavation & Earthwork: N A
Concrete: NA
Masonry: N A
Insulation A_
Drywall: N A
Painting: A A
Floor
Coverings: N
Plumbing: KA
Heatinv: 1� k
Special Construction
(Manufacturer or Supplier)
Roof Trusses: 7t— 1 0l sr
Floor /Ceiling Joists: 1A A
Siding /Exterior Trim: 1A
Other: __Figr- SP�«1K�.rQ 3 -1� FiCz� 1�Ro�Crrc -r,�re
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.
Signature
Print Name
Date
V]
PROJECT:
Madison Highschool Roof Repair
Rexburg, ID
PROJECT No:
08132
CLIENT:
Madison School District
DATE:
April 1, 2008
Sheet Index
BasisFor Design .................................................................................................................. ............................... 1
SnowDrift ........................................................................................................................... ............................... 2
RoofJoist Design .................................................................................................................. ............................... 3-4
SteelBeam Check ................................................................................................................. ............................... 5
WoodColumn Check ............................................................................................................ ............................... 6
WallSeismic Design ............................................................................................................. ............................... 7 -10
WoodBeam Design ............................................................................................................... ............................... 11 -12
4943 NORTH 29TH FAST, STE A
IDAHO FALLS, IDAHO 834 01
Phone: (208) 552 -9874
Fax: (208) 552 -9342
Madison Highschool Roof Repair 4/1/2008 TB 08132 COVER
Rexbure,ID
BASIS FOR DESIGN
DESIGN CODE: 2006160
DESIGN CRITERIA:
seismic category D
DESIGN LOADS:
FLAT ROOF:
1.2
6" rigid insulation
8.0
prefab wood joists
6.0
3/4" plywood or OSB
2.5
built -up roofing w/o gravel
2.5
mech. /elec. /misc.
11.0
D.L = 30.0 psf
L.L.= 38.5 psf
EXTERIOR WALLS:
2x wood studs at 16" o.c.
1.2
1/2" plywood or OSB
1.7
1/2" gypboard
2.2
6" batt insulation (R -25)
1.8
mech. /elec. /misc.
1.1
8.0 psf
MATERIALS:
structural lumber Douglas Fir #2
connections Simpson
— + drifting
Project Name: Project #: Initials: Date: Sheet:
edited 6W2
DRIFT LOADS ON LOWER ROOFS, DECKS AND ROOF PROJECTIONS (ASCE 7 -98):
Difference in ht between upper / lower roof:
Horiz. dist. of upper roof normal to drift:
Basic ground snow load:
Snow exposure coefficient:
Snow thermal coefficient:
Importance factor:
Drifting Calculations:
Roof snow load:
Snow density (35 psf max):
D:= if(D <— 35•pcf,D,35•pcf)
Height of balance snow load:
lkr : 9-ft
Mb,:= 95-ft (50 ft min, 500 ft max)
Pg := 50•psf
Ce := 1.0
Ct:= 1.0
I:= 1.1
Pf := .7•Ce•Ct•I•Pg
0.13
D:= ft Pg + 14•pcf
D = 20.5 pcf
Pf
hb := D
Check if drift load is required:
Height of drift surcharge:
Maximum intensity of snow w/ drift:
Max intensity; Pm:
Effective width of snow drift:
Check width:
Check width:
Use width:
hr — hb = 3.792
hb
wb wa
Drift Surchorge
Iv �
s
Pf (upper) s s
High roof t
Pf (u Pper) -
Lo w R o r Deck
DRIFTING AT LOW ROOFS AND DECKS
Wbl
wa
�
— Wb Pg
ft psf
hd := 143•[Wb (Pg + 10)0.25 _ 1.5
lid := hd• 1 • ft
Pm := D•(hd + hb)
(< Pml := D•hr
Pna,:= if(Pm <Pm1,Pm,Pm1)
Wdl := 4•hd
Wd2 := 4•(hr — hb)
Wd := if(Wdl < Wd2, Wdl, Wd2)
Pf = 38.5 psf
D = 20.5 pcf
�-� rte•,
`hb 1 $78 ft
If < 0.2 neglect drifting
Pm = 118.008 psf
Pml = 184.5psf )
�L1 �t)8:ns
WdI = 15.514 ft
Wd2 = 28.488 ft
M5 54ft
Roof Projection
Wb2
wa
— /,:',
Pf DriftSurcnPf
DRIFTING AT ROOF PROJECTIONS
s
Project Name: Project #: Initials: Date: Sheet:
I�
`woks -r L-0:4,ymr4�
23O psi Live- Lom:>
SO es �F D;-=A rz LoH 10
TV. AT 12 " 6.0
(230ps -F + 30psf') 1Ft' = 260 pl le
M0 L\vf- LOAD
:?:10 P sF PVAa LoAv>
TwV AT A2" D -C.
�12o p sf' + 3 2qC p 26 gel D
Project Name Project # Initials: Date: Sheet: w
. Allowab
. For economical truss design, see page 5.
Trus Joist ■ Open - Web Truss Commercial Design Guide 1043 ■ May 2005 1
. See page 4 for available depths and profiles. For depths and profiles not shown, use TJ -Beam® software or contact your Trus Joist representative for assistance. For spans over
70 feet, see page 30 or contact your Trus Joist representative.
■
General Notes continued from page 10
To size floor trusses:
Check both total load (100% TL) and live load (100% I.Q. When live load
is not shown, total load will control. Total load values limit deflection to
. L/240. Live load values are based on the Commercial Floor Deflection
Limit shown on page 34, and assume a nailed floor system. Live load
(100% LL) values may be increased with a glue- nailed floor system; use
TJ -Beam® software or contact your Trus Joist representative for assistance.
To size roof trusses:
Check the appropriate snow load area (115% TL) or non -snow Load area
(125% TL) value to determine the maximum allowable total Load. Total
load (115% TL and 125% TL) values limit truss deflection to L/180.
Consult local codes to verify deflection limits required for specific
applications.
4
Depth
24"
27"
30"
33"
36"
39"
42"
45 ",
48"
51"
54"
57"
60"
63"
SOOXn 315 %n
100%n 135 %n
100%n 325 %n
100%n 115 %n
1 %n i25 TL
1o• % n 115 %n
100%n 1%5 TL
100% 115 % ']L
100 %n 115 %n
200% 7L 115 %n
100 %1L 115 %n
10D% TL 115 %n
115%Y0%
100 % n
10 n 115% TL
S
100% LL 125 %n
_
l00%. LL. 125 %n
_ w
ion LL 1u%n
_
tom LL 125 %n
100%u 125 %n
100%1L 125 %
100% LL 125 %n
100% LL 125 %n
100%U 125 %n
300%. LL 125% TL
100%1L 125 %n
100% LL 125 %
100%. U. 125 %n
1100% U. 125%U
53;.
406
416
480
473
505
398
513
454
509
448
512
434
499
432
497
407
463
389
448
370
402
357
402
343
395
335
383
30'
- --
88
'441`
246
500
306
509
378
516
443
521
526
524
528
496
486
437
435
421
416
311
360
366
420
420
473
452
469
437
483
397
439
427
485
407
471
410
471
385
427
369
423
350
399
341
395
339
364
32'
157
392
206
458
258
475,314
481
371
487
491
497
494
497
464
452
434
424
395
277
318
3,26
374
429
337
451
427
440
418
456
411
455
410
462
383
449
388
444
366
408
350
400
332
382
310
357
34'`
132
336
173
x 37,4';
407
218
448
267
452
317
456
366
460
462
470
465
470
426
435
410
388
24,7,„
284
384
369
425
393
427
341
431
342
403
390
437
351
441
368
426
371
403
349
387
330
382
322
365
36'
112
309
,291
147
5 334,
J64,
,334
187
419
228
427
272
428
320
433
437
440
442
441
438
420
408
396
38,
22Z!'255
261,
301
;301;; 346
341:
391
303
405
371
406
335
413
348
413
394
413
378
417
346
402
347
387
332
371
315
363
95
119.
126
328
159
376
196
392
234
405
275
406
413
416
416
421
421
416
399
394
40,,
201
231;!237
272
272 Jam,
297
351
339
372
370
388
307
390
320
392
368
396
329
396
341
386
330
383
336
359
315
342
82
251
109
296
138
341
169
377
204
385
238
389
278
390
317
393
353
396
398
394
401
388
374
42'
177
210
215
247
248 285r
280
321
312
360
328;;; 368
355
371
355
352
3 62 374
358
375
348
378
325
371
315
363
295
345
71
228
94
269
120
310
148
336
178
366
210
368
240
370
276
373
315
377
379
380
380
383
373
'44'
154
191
196
225
226 260
255
;
282
326
310
350
325
354
341
354
341
358
302
358
328
361
333
363
315
358
302
349
61
199
82`245?
105
280''130
,293
319
157
336
184
351
212
354.242
354
274
357
360
362
364
368
369
134
174
180
207
207;
238;
233
268,
258
300
267
330
295
336
272
313
326
335
326
343
329
330
317
344
321
348
306
345
46'
54
175
72
224
92
259:
114
292138
325
162
336
190
336
219
337
244
342
271
344
299
345
345
349
351
119
155
159
190
190
219'
216
248
239:; 276
260
300
287
294
284
325
316
294
317
326
316
331
309
329
306
330
306
336
48,'
48
155
64
206
82
238
101
r269,!
122
300
145
318
167
322
192
324
216
327
244
329
270
328
299
333
330
336
105
138
140
174
175202
199 229,
221,;254,244
=280'267
307
277.;311
303
308
307
289
304
317
305
318
305
318
292
321
42
137
56
182
72
219'.
90
249
109
276
128
304.150
310
173
311
194
311
217
315
243
317
266
319
293
3201
317
b2',
93
122
124
161
161
187:
184 212
20 5, 236
227 260
,247,
283
24,4, 300
256
299
292
301
294
303
294
292
292
307
291
309
37
122
50
162
64
203
80
231
97
:257'
116
280
1135
280
154
297
175
300
303
217
303
241
305
262
307
285
309
83
109
111
146
144
174
171
196
191
210
=`240
229
263
2481
284
241;;
289
281
268
290
285
285
293
286
295
284
295
S r':
33
109
44
146
57
187
72
213'
87
224
1041262;r
121
280
139
280
158
287
177
290
197
293
217
293
239
295
259
295
56'
75
98
100
131
129
161
159
;182
177,`,204''
195 %2,2.
213 244;
231
252
249
278
264
280
277
281
248;282
279
271
274
285
30
98
40
131
52
168
64
198
79
222
94
244
109
266
126
276
142
278
161
280
179
281
199
283
213
271
233
285
68''
67
88
90
118
115
150
145
171
165
190;
183:209
199"
229
214
246;:
224
264
2,34?2
8
244
271
264
261
268
262
267
272
27
89
36
118
46
151
58
186
71
°207
85
224
99
248
114
265
131
268
147
274
164
267
179
273
197
274
216
272
61
80
81
107
104
136
131
160,
155
478
171w� 196
18b
214
;2O1µ
231
215
248
222
257
246
263
241
262
244
253
257
243
24
80
32
107
42
137
52
168
64
193;
77
213:
90
232
103
251
118
257
134
264
148
265
164
262
181
264
198
265
62'
73
74
97
95
124
119
149
145
167
160
1,7,4
200
.188.216;
201„ r232
216
248
220
245
229
252
246
254
256
256
73
29
97
38
124
48
155
58
181
70`199'
81
217,
94
230
107
248
122
249
137
253
152
254
165
244
178
255
66
67
88
86
113
108
140
132
150
173
163
188
;176 203:'190
216
245
230
244
226
247
242
22,7
64'
66
27
88
35
113
43
141
53
y157
168
63 ;188
s
74
204 r
86
221
98
224
112
242
124
243
137
246
152
247
166
227, .
60
61
80
78
103
98
128
121
148
141;162
153 177
;166,
191
178
.205
191
203
231
215
239
228
239
237
240
66'
60
24
80
31
103
39
129
48
157
58
168
68
'192.
79
207
90
224
102
,220;;
224
114
233
127
236
139
239
153
240
55
74
72
95
90
118
110
139
133
153,
145
'166,.156
180
180
.207
191;;;220
203
230
214
233
214
213
68,
55
74
29
95
36
118
44
144
53
166
62
181
72
195
,168
83
,193
210
94
224
105
224
117
227
129
230
141
233
70,'
51
68
66
87
83
108
101
131
121 ;144
136
1,57
747
170
159 , 182
170
195.
181
208
192
220
203,,
225
204
205
51
68
26
87
33
108
40
132
48
157
57
168
66
184
76'198
86
212
97
224
108
224
119
214
131
205'
. See page 4 for available depths and profiles. For depths and profiles not shown, use TJ -Beam® software or contact your Trus Joist representative for assistance. For spans over
70 feet, see page 30 or contact your Trus Joist representative.
■
General Notes continued from page 10
To size floor trusses:
Check both total load (100% TL) and live load (100% I.Q. When live load
is not shown, total load will control. Total load values limit deflection to
. L/240. Live load values are based on the Commercial Floor Deflection
Limit shown on page 34, and assume a nailed floor system. Live load
(100% LL) values may be increased with a glue- nailed floor system; use
TJ -Beam® software or contact your Trus Joist representative for assistance.
To size roof trusses:
Check the appropriate snow load area (115% TL) or non -snow Load area
(125% TL) value to determine the maximum allowable total Load. Total
load (115% TL and 125% TL) values limit truss deflection to L/180.
Consult local codes to verify deflection limits required for specific
applications.
4
STEEL BEAM
SIMPLY SUPPORT. ALLOWABLE STRESS DESIGN AISC 13.
reduced
Reactions (k)
BEAM MARK: Existing Beam
load
DL (psf)
LL (psf)
LL (psf) trib (ft)
wTL (plf)
wLL 00
Left Right
Span (ft): 5.00
25
230
230 55
14025
12650
3.49 3.49
DL
TL deflection < U 240
roof
0
0
0
31.63 31.63
LL
LL deflection < U 360
floor
0
0
0
0
0
35.12 35.12
TL
Lb (ft): 2.0
misc.
0
0
- 0
L (ft): 5.54
self wt.
22
-
- -
22
0
12650
I,q >
27 in 4
L (ft): 17 25
w (uniform load):
14047
DL
LL
Comments
( actual: 118.0 in
Lr Red (YIN): n
P CONCENTRATED LOAD (k):
0.00
0.00
from left end: 0.00
DTL: 01039
OK
M =
43.9 kip-ft
M =
46.7 kip-ft
VW 2b =
35.1 k
D LL : U1154
OK
F Y= 36 ksi
fb =
22.71 ksi
Fb =
24.16 ksi
V=
35.1 k
DDL: 0.0 in
Unity =
0.94
OK Unity =
1.00
OK
D TL : 0.1 in
Web and shear plate
Bolt Capacity
I V :
1.00 in
Default beam depth "D ":
10
in
Ih:
1.00 in
Supported beam depth (in):
0
( "0" if the
same)
Web Steel F u :
58 ksi
Quantity:
2
Shear Plate thickness:
3/8 in
Diameter:
3/4 in
S
Grade:
A325 -N
Weld:
1/4 in
(s)ingle /(d)ouble shear plate?:
11.6 k
CSR =3.02
NG
Bolt Shear Capacity:
21.2 k
CSR =1.66 NG
Web Shear Capacity:
Shear Plate Capacity:
18.1 k
CSR =1.94
NG
Bolt Bearing Capacity:
25.1
k
CSR =1.40 NG
Existing Beam USE W10)t22 Fy = 36 ksi d =10.2 bf=5.8 A =6.5
Slmtuwe- TO s (0* ?-'5.4
r ect Name: ff#: Initials: Date: Sheet: c
_GN�G1� �N� �E+4��tiJl>J ¢cT wt�o� GOt,�y�N
TL 12Excr�or-� = 3S,12 K
VVoop D5 = RJ Zx Oui H - r ros t
STEEL t 1 W (OTH
S�g ii
VC = X350 Psi'
('Z - 7."?S 1ei 4 )C1 2 SSOfSi3: - V, y b2 t� Ole—
Project Name Project # Initials: Date: Sheet:
{w W ... 3 (tit C "4�L �,�+•"+" b r 'T � "�
4�
V- I j �� ��ct iQ00iNorih�Slreet /Easi•t000�Norlt-- a- �..- .�.»��&
°
r y °Daily. /. "'��`
L .+ - y A'ngeln }Driva "+. , " , '�t� -- t• Nm "{Dt rve � �� 1!
* - a
� rd�� - �^ �^+. nWestlMam Swl eat �' �°�.ss re �•�` ,�e.
i ° r "
`t' 'rc
!(}
rn "a. � q .•' y r;
�1, d� � L � '�� � � -�y a tt i `!�> fie`•
r t x
q�� ' i4rn'S�F r � LMd
Ar a,
14 % m 71 osilh
.14.. .�� i i... '""�, tea r � •k _. -- p,� � ar,C .
4 �
r t.�nl «i 43'dR'3380' N 't 7'�d 7..1 .1d aW I— 4866, t 1" ,. Sn .mi Q 16e
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 43.83
Longitude = - 111.7895
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.01 deg grid spacing
Period Sa
(sec) (g)
0.2 0.467 (Ss, Site Class B)
1.0 0.162 (S1, Site Class B)
Project Name: i rr Initials: Date: Sheet:
BEISMIO LATERAL ANALYSIS
(Calculation per ASCE 7 -05)
Wail Desian and Anchoraae Coefficients
(Ultimate) (ASD)
Fp = 0.401 W, or 0.1 W wall designed for the greater of =_> Fp: 0.20 Wp 0.14 Wp
Fp = 0.8S min. anchorage and flex. diaph. force (Cat C -F) __> Fp: 0.39 Wp 0.28 Wp
or 280 plf = => Fpmin: 280 plf 200 plf
Project Name: Project #: Initials: Date: 7 r I J
edited W102
2006 International Building Code per ASCE 7 -05
Equivalent Lateral Force Procedure
PROJECT NAME:
Wall Cale
V:CsW
Governs =>
C S oS /(R/1): 0.075
(12.8 -2)
Max C.: Sp /(R/I)T: 1.967
(12.8 -3) (T equal or less than T )
Max C 8 : S
(12.8 -4) (T greater than T )
Min C.: 0.5S /(R/1):
(12.8 -6) (S or greater than .6
and Seis. Category E or F)
Min C 9 : 0.010
(12.8 -5)
F 1.43
I (ASCE 11.5.1):
1.10
ap: 1
F 2.15
Seis. Occup. Category (1604.5):
1
R: 6.5
Sps: 0.4441
Seis. Category (1613.5):
D
Ct: 0.02
Sp,: 0.2324
Site Class (1613.5.2):
D
TL: 12.000 sec.
SS:
0.467
ace (ult. strength): 0.075
T: 0.020 sec.
S J :
0.162
ace (service load): 0.053
Vbase: 0.1 k
Level
Ht. (ft)
Wt. (k) wi x hi Lat.
Story Story Shear (k)
(elev.)
Force (k)
Shear (k) ASD Design
1.00
1.0
E (ASD):
#VALUE!
#VALUE!
#VALUE!
Totals:
1 0 0.0
(2006 IBC Calculation
per ASCE 7 -05 Section 12.10.1.1)
Diaohraam Lateral Load Distribution
Level
Ht. (ft)
Wt. (k) Sum wix Sum Fix
Fpx Fpx, ASD Design
(Calculation per ASCE 7 -05)
Wail Desian and Anchoraae Coefficients
(Ultimate) (ASD)
Fp = 0.401 W, or 0.1 W wall designed for the greater of =_> Fp: 0.20 Wp 0.14 Wp
Fp = 0.8S min. anchorage and flex. diaph. force (Cat C -F) __> Fp: 0.39 Wp 0.28 Wp
or 280 plf = => Fpmin: 280 plf 200 plf
Project Name: Project #: Initials: Date: 7 r I J
edited W102
j
So —(' 5 0 MI'C CVAWd-) oh a4- j!fotr
rni vl
vjs(Lt bdJ K+ = Za e L
(o.1L4 i z,�s F
Gogh = 20 f 1 S ps IF _ So �
2 J
Project Name Project # Initials: Date: Sheet: lO
WOOD BEAM
(Project Name: Project #: Initials: Date: Sheet:
L R
OSSS- bmbuilfuo 0710.16x1s
P PT. LOAD (Ibs): 0 0
from left end: 0.0
No. of MICROLAMs: 3
ALLOWABLE STRESS DESIGN
C
D
E
F
BM MARK: Wood Beam
3-1/8 x 131/2
5-1/8 x 101/2
6 -3/4 x 9
Loads
(3) 1 -3/4 x 11.875
fv (psi) C d:
Reactions (Ibs)
254
Span (ft): 4.0
219
(DL
LL (psf)
Red. L
trib (ft)
WTL (plf)
WILL (A
Left
Right
0.04
Lu (ft): 2.0
roof
30
120
120
54
8100
6480
3240
3240
DL
TL def. < U 240
roof/Flr
0
0
0
0
0
0
12960
12960
LL
LL def. < U 360
floor
0
0
0
0
0
0
16200
16200
TL
C D : 1.00
wall /misc.
0
0
—
0
0
0
K: 1.0
w UNIFORM
LOAD (plf):
8100
6480
M (lb -ft): 16200
LL Red. (Y /N) ?: n
DL
LL
Comments
(Project Name: Project #: Initials: Date: Sheet:
L R
OSSS- bmbuilfuo 0710.16x1s
P PT. LOAD (Ibs): 0 0
from left end: 0.0
No. of MICROLAMs: 3
C
D
E
F
G
3-1/8 x 131/2
5-1/8 x 101/2
6 -3/4 x 9
(3) 1 -3/4x 1
(3) 1 -3/4 x 11.875
fv (psi) C d:
252
254
250
219
197
fb (psi):
2048
2064
2133
1755
1576
ATL (in):
0.04
0.05
0.06
0.04
0.03
AD (in):
0.01
0.01
0.01
0.01
0.01
span /0:
1187
916
759
1218
1432
Beam Selection (A -F): g
WOOD BEAM USE:
(3) 1.3/4 x 11.875
(Project Name: Project #: Initials: Date: Sheet:
L R
OSSS- bmbuilfuo 0710.16x1s
L ®te = 16, 200 � hs
L Loo �JS 4 ((v c >c rcw
3 So 09/sc v et vJ
r oject Name Project # Initials: Date: Sheet: ��