HomeMy WebLinkAboutBP & DOCS - 04-00407 - Teton OncologyCITY OF •
- EXBURG
A
B Id
AMERICAS FAMILY COMMUNITY
ISSUED TO:
PERMIT #:
NAME: Dickson, Dane
ing
Permit
0400407
FOR THE CONSTRUCTION OF: Teton Oncologl JOB ADDRESS:
GENERAL CONTRACTOR: J & S Construction Company
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
Issued B
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
NOTICE 2) The permit will become null and void in the event of any deviation from the in each successive inspec 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 approval.
INSPECTION CARD
nnre
OTHER
Date roved
1. Fire Department Fina
PLUMBING
I. Sewer Service Conn
2. Water Service Conn(
3. Rough -In
4. Ground Rough -In
5. Final
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
BUILDING
TYOFREXBURG
BUILDING PERMIT APPLICATION
19 E MAIN, REXBURG, ID. 83440
208 - 359 -3020 X326
PARCEL NUMBER:
SUBDIVISION:
UNIT# BLOCK# LOT#
OWNER: � _re)N 0N CO Q OCc `; CONTACT PHONE #
PROPERTY ADDRESS: 38 O a:* 3U o�fo
PHONE #: Home ( ) Work ( ) Cell ( )
OWNER MAILING ADDRESS:
CITY: STATE: ZIP:
APPLICANT (If other than owner) MR.To-4— W O &t;.S . :m c
(If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.)
MAILING ADDRESS OF APPLICANT
CITY:
PHONE #: Home (
PERMIT #
Please complete the entire Application!
If the question does not apply fill in NA for non applicable
Work (
STATE; ZIP
Cell ( )
Cp��•cQ0.
CONTRACTOR: -mzro-A Leaks PHONE: Home# Work# 3 '7•93V7
MAILING ADDRESS: 1 U , t .6)c M CITY 5tMLLE`, STATE =p ZIP 9_1A
9
How many houses are located on this property? No l E
Did you recently purchase this property? No Yes (If yes give owner's name)
Is this a lot split? NO YES (Please bring copy of new legal description of property)
PROPOSED USE: C.D Mme'l Rcvi
(i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION Under penalty of perjury I hereby
certify that I have read this application and state that the information herein is correct and I swear that any information which may
hereafter be given 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
building official may revoke a permit on approval issued under the provisions of the 2000 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
started within 180 days. Permit void ifjwoyk stops for 180 days.
of Owner /Applicant
WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTIq
Plan fees are non - refundable and are paid in full at the time of application beg
City of Rexburg's Acceptance of the plan review fee does not constitute
"Building Permit Fees are due at time of application"
"Building Permits are void if you check does not clear"
•
•
Aease complete the entire Application!
If the question does not apply fill in NA for non applicable
NAME j E i0N ON c nL a cc
PROPERTY ADDRESS 3 Permit# — 00 0
SUBDIVISION
MECHANICAL C.oMr"Ee��o�
Mechanical Contractor's Name: Business Name:
Address �� State MC) zi
Contact Phone: p
( ) Business Phone:
Mechanical Estimate $ (Commercial/Multi Family Only)
FIXTURES & APPLL9NCES COUNT (Single Family Dwelling Only)
Furnace Exhaust or Vent Ducts
_ Furnace /Air Conditioner Combo Dryer Vents
Heat Pump
Air Conditioner
Evaporative Cooler
Unit Heater
Space Heater
Decorative gas -fired appliance
Incinerator System
Boiler
Pool Heater
Similar fixtures or Appliances
Range Hood Vents
Cook Stove Vents
Bath Fan Vents
other similar vents & ducts:
Fuel Gas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Meter Supply) PSI
Heat (Circle all that apply) Gas Oil Coal Fireplace Electric
Mechanical Sizing Calculations must be submitted with Plans & Application
Point of Delivery must be shown on plans.
HL/C _?1) S— / ° -oS
� n Signature of Licensed Contractor License number Date
The City of Rexburg 's permit fee schedule is the same as required by the State of Idaho
5
Rexburg Page 1 of 3
Rexburg
America's Family Community
Back to Web Site
Permit Application - rem O nc a c qj 6L 004 0
CITY OF REXBURG PERMIT #
BUILDING PERMIT APPLICATION
19 E MAIN, REXBURG, ID. 83440
208 - 359 -3020 X326
PARCEL NUMBER' �t'
:: 'r
SUBDIVISION: UJ&kER Ro�A 9OZ UNIT# BLOCK# Z LOT#
OWNER: PA. aE Dic V-sot4 CONTACT PHONE # 359 -(
PROPERTY ADDRESS: 3SO OALV_i "_��vE
PHONE #: Home (
Work ( ) - (6793o Cell(
OWNER MAILING ADDRESS: 450 E. A4)&l 5wrt3 CITY: 'Fe STATE: I D ZIP: E334
APPLICANT (If other than owner) /1! /EL SO - AJ J50 f A55oC.tAg7Es , t
(If applicant if other than owner, a statement authorizing applicant to act as agent for owner must
accompany this application.)
MAILING ADDRESS OF APPLICANT
4`i0 dO i+nc -Apa,,tks exwM( CITY: M4No FAu-s STATE; l D ZIP 83
PHONE #: Home ( ) Work (1os) S Z Z -S 74 Cell (
II )
CONTRACTOR: ,16 4 ogsTm r_77cd PHONE: Home# Work# 754 - % Cell#
MAILING ADDRESS: 731 3 97asrr -- // CITY �tt� � STATE ID ZIP 8' 44 7 —
How many houses are located on this property? A 9nlE
Did you recently purchase this property? N Yes yes give owner's name) LU.4� L 4CELMLL`/
Is this a lot split. NO YES (Please bring copy of new legal description of property)
PROPOSED USE:
AP /C&_ d d 4, 1CAt_ CkeE
(i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I
hereby certify that I have read this application and state that the information herein is correct and I swear
that any information which may hereafter be given 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 building official may revoke a permit on approval issued under the provisions of
the 2000 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 started within 180 days.
Permit void if work stops for 180 days.
http:// www. rexburg.govoffice.com/index.asp ?Type= B_BASIC &SEC ={ 501 E755C- 34A8 -4... 11/4/2004
Rexburg
i� �
�Z �MKi
Page 2 of 3
' Signature of
Owne /Applicant Cozy "Ow_�
DATE // - -/- by
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 January 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 you check does not clear"
NAME 1�ANE �tct_Soef
PROPERTY ADDRESS 390 tt/_M — M t` elye Permit#
SUBDIVISION WALKER Acj)p n0rA - Div. t4. Z
Dwelling Units: 0 Parcel Acres: Ac-
Front Footage (if applicable) I P,Z - 10 F
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
First Floor Area - 75 40 s. F Unfinished Basement
area
Second floor /loft area I t I Z- 3. F. Finished basement
area
Third floor /loft area — Garage
area —
Shed or Barn 2ZCo . (0 SF Carport/Deck (30" above grade)
Area -
Remodel (Need Estimate) $
PLUMBING
PLUMBERS NAME
ADDRESS
CITY
STATE ZIP PHONE (
FIXTURE COUNT
CLOTHES WASHING MACHINE
DISHWASHER
FLOOR DRAIN
GARBAGE DISPOSAL
HOT TUB /SPA
SINKS
(Lavatories, kitchens, bar, mop)
WATER METER COUNT
�I
SPRINKLERS —
TUB /SHOWERS —
TOILET /URINAL t5
WATER HEATER �—
WATER SOFTENER
WATER METER SIZE
HEAT (Circle all that apply Gas Oil Coal Fireplace )Electric
has
Commercial Buildings & Apartments with 3 or more units
Only
BUILDING ESTIMATE $
PLUMBING ESTIMATE $
STORM WATER LENGTH
FRONT FOOTAGE
http:// www. rexburg.govoffice.com/index.asp ?Type= B_BASIC &SEC ={ 501 E755C 34A8 - 4... 11/4/2004
Rexburg
STRUCTURES
DESCRIPTION
USE
BEDROOMS
UNITS
CONSTRUCTION
ROOF
NON CENSUS SANITATION METHOD
OCCUPANCY LOAD HEAT
EXITS FLOOD ZONE
FENCE TYPE
SETBACKS OCCUPANCY l
FRONT SIDE SIDE BACK
Official web site of the City of Rexburg
Page 3 of 3
http:// www. rexburg.govoffice.com/index.asp ?Type= B_BASIC &SEC =1501 E755C- 34A84... 11/4/2004
Plan Checklist for the 2003 International Building Code
Name of Project: 1 ETON ON CoL oG
USE AND OCCUPANCY
1. Classification as per Sections 302.1 & 303 thru 312
2. Identify if mixed occupancy exists. Yes or No If no then skip #3 below.
3. Incidental use areas see Table 302.1.1 s -- /hr, 5°gf� oN
Accessory Space (10% or under) 4VACOA*41 �
Nonseparated Mixed Occupancy as per Section 302.3.1 -�
Separated Mixed Occupancy as per Table 302.3.2 Identify on plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating
4. If Assembly Occupancy exists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants
as per Section 303.1.1
5. Covered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 405.
Motor Vehicle Occupancies se S ction 406. I -2 Occupancies see Section 407. 1 -3 Occupancies
see Section 408. Motion Pic ction Rooms see Section 409. Stages and Platforms see
section 410. Special Amuse t ings see Section 411. Aircraft Related Occupancies see
Section 412. Combustible S Section 413. Hazardous Materials see Section 414. H-
Occupancies see Section 415. p ca on of Flammable Finishes see Section 416. Drying Rooms
see Section 417. Organic Coatings see Section 418.
HEIGHT AND AREA
1. Area, First Floor 7�4 , Second Floor , Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
503.1.1) Yes No
3. Height meets requirements as per Table 503. Yes x No
4. Buildings on same Lot? Yes No If no then skip #5 below. A 5. Regulated as Separate or Regulated as one Building as per Section 503.1.3 -
6. Height modified as per Section 504. Yes No X If yes, sprinklers are required.
7. Area modified as per Section 506. Yes No If yes use the area provided below to
calculate increase.
�Ip
Total Area Allowed after Increase qD� QQ Area Shown on Plans
Zero Lot Line Buildings see Section 705. For Me zzanin es see Section 505. Unlimited Area
Buildings see Section 507. U IN
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1. Identify the Type of Construction as per Section 602 V
2. Check allowable material for Type I and II buildin s as per Section 603
3. Table 601 - Identify Building Element Ratings p
4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls
5. Check Ope ' s in Exterior Walls for compliance with Table 704.8.(I sprinklered, see Section
704.8.1) ,.
6. Projections meet requirements of Section 704.2 V
7. Check for window vertical exposure from roof below as per Section 704.10
8. Check that Parapets are not required as per Section 704.11_
9. Are Firewalls used or required? Yes No__X_ If no, skip #10 below.
10. Check Firewalls for Struct al Stability Fire Resistance Rating as per Table 705.4
Made of Noncombustible ter' ls( xcA Type V) Horizontal Continuity Vertical
Continuity Connecti n to Falls as per Section 705.5.1 Extend to
Horizontal Projecting Ele n s er ' n 705.5.2 Openings (no windows) as per
Section 705.8 Chec t t et ati ns meet requirements of Section 712 Ducts and
Air Transfer Onings
pe in a 11 e requirements of Section 705.11.
11. Are Fire Barriers used or r quired? (as required by table 302.3.2) Yes No If no skip
#12 below.
12. Check Fire Parriers for structural stability as per Section 706.4. Openings limited to 25%
of wall.aximum opening size of 120 sq. ft. (unless sprinklered) Check that
Penetrations meet the requirements of Section 712. Ducts and Air Transfer Openings meet
the requirements of Section 712 and 716.
13. Are Shaft Enclosures used or required? Yes No If no then skip #14 below.
14. Shaft Enclosures meet the requirements of Section 707.
15. Are Fire Partitions used or required? Yes - No ) If no then skip #16 below.
16. Check Fire Part' io s o Structural Stability and Continuity as per Section 708.4. Dwelling
units that are sp le e e allowed V2 hr. separations versus 1 hr. Check that
Penetrations m e r ements of Section 712. Ducts and Air Transfer Openings meet
the requirements of ec ion 712 and 716.
17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1.
18. All Pen etratio m Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712-
19. Fire Resistive Joint Systems meet the requirements of Section 711.4
20. Doors and Shutters in Fire Resi ive Assemblies meet the requirements of Table 715.3. - A�
21. Fire Doors are Self Closing.
22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4.E
23. Fire and Smoke Dampers conform with Section 716. iA
24. Fire Blocking and Draft Stopping is provided as per Section 717 X (Draft Stopping is not
required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces) 1110 - /6?0
25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.p�IGv
26. Floor Finish meets requirements of Section 804. )C
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements?
Yes No X If no skip #2 below. 1
2. List the type of system that is required
3. Other requirement req ' mg ire Protection Systems (check if needed):
Group A (As per ctio 903 .1
Group E (As per ctio 903 2.2
Group F -1 (As pe ect n 9 3. .3
Group H (As per ti 9 .2. )
Group I (As per e io 90 .2. )
Group M (As pe Se t' n 03. .6)
Group R (As pe Sec ' n 03.
Group S -1 (As r S ti n 9 .2.8
Group S -2 (As r Secti n 9 3.2.9)
All Buildings except R -3 and U (Asper Section 903.2.10) ,'
Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1)
Commercial Cooking Aidntified ns (As per Section 903.2.12.2)
As per Table 903.2.13
4. If Sprinklers needed a in #3 list type of system required.
5. If Sprink r equired by any of the above, Are Monitors and Alarms provided as per Section
903.4?
6. If an Alternativ utomatic Fire Extinguishing System is identified, does I meet the requirements of
Section 904?
7. Are Fire Alarms required as per Sections 907 or 908? Yes No if no then skip #8
below.
8. Do Alarms meet the requirements listed in Sections 907 or 908 ?�
9. Is smoke control required ?(as per Sections 402, 404, 405 or 410) Yes NoX If yes, see
Sections 909.
10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410.
MEANS OF EGRESS
1. Minimum height of 7'as per Section 1003.2.--X-
2. Any protruding objects meet the requirements of Section 1003.3.
3. The occupant load shown on plans. y� / /S'
4. The occupant load as per calculate a "1004.1.2.
5. Occupant load posted in every assembly occupancy as per Section 1004.3.
6. Egress width is identified on plans.
7. Egress width meets requirements as calculated per Table 1005.1.
8. Multiple means of egress sized so that the loss of any one means of a ress shall not reduce the
available egress capacity to less than 50% of total required. ) L
9. Door encroachment does not reduce the required egress width to less than 50% required. X
10. Means of egress is illuminated as per Section 1006._ (X
11. Illumination emergency power is shown for means of egress as per Section 1006.3. e
12. An enclosed exit stairway is shown. Yes Nom_ if no, skip # 13, # 14 and # 15 below.
13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered.
14. Area of refuge has 2-way A c unications, instructions and is identified as per Sections 1007.6.3,
1007.6.4 and 1007.6.5. ! y/�
15. Door clear widths are a minimum of 32 ". Except as allowed by exception of Section 1008.1.1.
16. Doors swing in the direction of travel where serving 5 or more persons or in a H occupancy. X
17. Specialty doors meet the requirements of 1008.1.3. . N A
18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5.
19. Thresholds are ide feed as a maximum of 1 /2" high, for swing doors and 3 /4" for sliding doors as per
Section 1008.1.6.
20. Space between two doors is less than 48 "(except R2 &R3 non Type A units). X
21. Locks and latches meet requirements of 1008.1.8. K
22. Panic hardware is shown at required locations (Section 1008.1.9).
23. Does a stairway exist. Yes No If no, skip #24 thru #28.
24. Stairway doors do not open over stairs.
25. Stairways are a minimum of 44" wide except where occupant load is 50 or less or as per Section
1009.1). �v
26. Maximum riser is 7 inches and minimum tread is 11 inches. f�bT�
27. A landing is provided at the top and bottom of each stairway.
28. Maximum vertical rise without a landing is 12'. V
29. Handrails are identified that meet the requirements of Section 1009.1 I
30. Handrails return to wall, etc. or are continuous to next stair handrails
31. Elevation change of over 1/20 is designed as a ramp as per Section 1010
32. Exit signs are identified when over 2 doors are required for exiting. X
33. Exit signs are spaced no more than 100' apart or to the door.
34.42" guardrails are shown whenever a walking surface is over 30" above grade -
35. Any roof mechanical equipment within 10' from edge has a guardrail shown.
36. Egress does not pass through intervening spaces unless the space is accessory to the area served and
the intervening space is not hazardous.
37. If multiple tenant spaces exist, egress from any one does not pass through another.
38. Length of egress travel does not surpass requirements as per Section 1013.3. )c
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. 'X
40. Spaces with one means of egress meet the following maximum occupancy loads:
a. Occupancy A,B,E,F,M & U - 50 occ.
b. Occupancy H -1, H -2, & H -3 - 3 occ.
C. Occupancy H -4, H-5,1-1,1-3,1-4, & R -10 occ.
d. Occupancy S - 30 occ.
41. Where two or more exits are required, they are a minimum of %2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1 /3
42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided.
43. Refrigeration machinery rooms and refrigerated roomsiover 1000 sq. ft. have two exits.
44. Stage means of egress comply with Section 1014.6. IA'
45. Exit Access travel distance meets requirements of Table 1015.1.�C_
46. Exterior e ' alconies constructed in accordance with Section 1015.1 have 100' added to their travel
distance.
47. Corridors are rated as per Table 1016.1.-V -0-16V
48. Corridor widths meet requirements of Section 1016.2._
49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F.--�--
50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. So
51. The minimum number of exits for occupant load meets the following:_
1 -500 requires 2 exits
501 -1000 requires 3 exits
More than 1000 requires 4 exits
52. Buildings with one exit meet the requirements of Section and Table 1018.2.
53. Interior stairwells required as a means of egress meet the requirements of Section 1019._'__
54. Space under stairs is identified as 1 -hour rated. X
55. Exterior ramps or stairs are open ne side and have a minimum of 35 sq. ft. of open space not less
than 42" above any floor level. - �
56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6.
57. Exterior balconies, stairways and ramps are over 10' from lot 1' es and other buildings on the lot.
58. Egress courts meet the requirements of Section 1023.5.
59. Assembly occupancies meet the requirements of Section 1024.RA-
60. Window egress or better is provided in every sleeping room and any habitable basement.
ACCESSIBLITY
1. An accessible route connects all accessible buildings, accessible facilities, accessible elements,
accessible spaces and the public right -of- way(except as excepted by Section 1104). )O
2. In addition to the required accessible entrances, 50% of all public entrances are accessible.
3. Accessible parking is provided as per Table 1106.1. X
4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy.
5. Van spaces are provided.(one out of six and any portion)
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance. !�l
7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5. N1
8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1.
9. Where 4 or more apartment units, one level town homes or condos are located in one structure,
all units are designe s Type B units as per ICC /ANSI 117.1 unless on a upper level without
elevator service.
10. Where more than 20 apartment unit, one level town homes or condos are locate in a project, 2%
but not less than one are designed as Type A units as per ICC /ANSI 117.1.
11. Wheelchair spaces (and companion seat per Section 1108.2.5) are provided in Assembly
Occupancies as per Table 1108.2.2.1
12. Assistive listening systems are provided in Assembly o cupancies where audible
communications are integral to the use of the space
13. Any Assembly occupancy performance area has an accessible route per Section 1108.2.8.
14. Any dining area in an Assembly Occupancy is fully accessible
15. Self service storage facilities shall provide accessible spaces as per Section 1108.3.
16. Toilet and bathing facilities are accessible(unless in a private ofFice)as per * 110 .2.
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1.�
18. Where sinks are provided, 5 %, but not less than 1 is accessible.
19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). N/4-
20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8. x
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1 1150 of the floor space or 1/300 with vapor barrier. 2. 50% of the attic ventilation is 3 ft. above eaves. X
3. Crawl space ventilation complies with Section 1203.3.
4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. x
5. Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4.1.
6. Bathrooms containing bathtubs, showers or spas are mechanically vented.
7. Natural or Artificial light is provided that meets the requirements of Section 1205. �(
8. Courts shall meet the requirements of Section 1206.3
9. Dwellings party walls and floors meet the requirements of Section 1207 . - / d �-
10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. x
11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120
12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0 ". JC
13. Attics and crawl spaces have access openings as per Section 1209. xj
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been provided. K
2. Water resistant barrier shown on sheathing as per Section 1402.2.
3. Masonry veneer is flashed at bottom and has weep holes. X
4. Masonry veneer shall be mechanically attached as Der Section 1405.5.
5. Stone Veneer is anchored as per Section 1405.6.
6. Sidings shall be applied as per Section 1405.
7. Fire separation distance for combustible veneers(siding) meet that of Table 140p.2.1.2. ?�
8. Balconies that protrude shall meet the requirement of Table 601 for floors
9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407.
10. Roof coverings meet the requirements of Table 1505.1. k
11. Double underla ment is provided in asphalt roofs with minimum slope of 2:12 up to and including a
4:12 slope.
12. An ice dam membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is
provided from the roof edge to 24" inside of the inside of the exterior wall. X
13. Drip edge metal is provided along all roof edge. V , /�
14. Metal roofs meet the requirements of Section 1507.4._
15. Built -up roofs meet the requirements of Section 1507.10.
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13.
17. All other roofing types meet the requirements of Section 1507._
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1. Structural Use Group (as per Table 1604.5)
2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live
loads, round snow load, basic wind speed, wind exposure, seismic design category and site
class
3. All plans except as described in #1 above shall include the following:
a. Floor live load including any reductions. x
b. Roof live load as per Section 1607.11.
C. Roof Snow load, including the flat roof snow loa , the snow exposure factor, the snow
load importance factor and the thermal factor
d. Wind design data, including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coefficient and the design wind
pressure used for the design of components and cladding-
", X
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
category, basic seismic - force - resisting systems, design base shear, seismic response
coefficients, response modification factors and the analysis procedure used:
4. Flood zone is identified(if in flood zone see Section 1603.1.6) Iki�
5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be posted."
6. Structural design calculations meeting the requirements of chapter 16 have been provided. x
7. Architectural, mechanical and electrical components meet the seismic requirements of Section
1621._
8. Where special fabrication (usually steel) is performecypff sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.
9. Special inspections are identified for welding.
10. Special inspections are identified for high strengt bolting.
11. Special m pections are identified for concrete construction except as excluded by Section
1704.4
12. Special in ection are identified for masonry as per Section 1704.5 /`J_
13. Special inspections are identified for fills greater than 12" deep where a oad is applied."
14. Special inspections are identified for all pier and pile foundations
15. Special inspections are identified for sprayed on fire resistance applications.-AY/4-
16. Special inspections are identified for smoke control systems.
17. Quality assurance plan for seismic resistance is provided (exc pt for design light frame as per
chapter 2308 or reinforced masonry less than 25 feet high
18. Special inspections are provided for seismic force resisting systems.
19. Structural gbservations as per Section 1709 are identified for structures in Seismic Use Groups II or
Ill.�j
SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure (as per Table 1804.2). X
2. Soil investigation meets the requirements of Section 1802.2.
3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5 f r natural surfaces.
4. Information provided as per Section 1803.5 for any structural fill.
5. Footings (except for 1 story category I buildings no bigger than 400 sq. ft.) are 36" below grade
for frost protection._
6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3.
7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is
identified and approved by the building official). \ )0
8. Footings designed so that the allowable bearing capacity of the soil is not exceeded.
9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5 _). X
10. Except for Group R and U occupancies of light framed constructs n of seismic design D and less
than 3 stories in hieght, concrete is a minimum of 3000 p.s.i..
11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5.
12. Foundation ge system or water - proofing (Section 1807.3) is provided where water table
warrants.
13. Damproofing shown under slabs as per Section 1807.2.1. X
14. Damproofmg shown for foundation walls. X_
15. Minimum of 4" of gravel is shown under all slabs. _X
16. FoundationcJrain is installed (except in well - drained gravel areas) as per Section 1807.4.2 and
1807.4.3
17. Piles meet requirements of Section 1808, 1809, 1810 and 1811.
18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812.
CONCRETE and MASONRY
1. Construction documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement. X
2. Structures assigned to Seismic Design C tegory D contain a statement identifying if slab -on -grade is
designed as a structural diaphragm.
3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2)._
4. Masonry shear walls are provided in both directions so that their cumulative dimension in each
direction is a minimum of 0.4 times the long length of the building (as per Section 2109.2.1.2)._44
5. Floor and roof diaphragm width to len&th ratios for masonry buildings meet Table
2109.2.1.3.(Empirical Design Only
6. Masonry wall 1 teral support is identified in engineering documents or empirically by Table
2109.4.1.
7. Masonry thickness of beg walls for one story is a minimum of 6" and 8" for two story buildings
as per Section 2109.5.
8. Masonry foundation walls meet all of the requirements of Section 2109.5.6.
py.0040
Nielson Bodily & Associates, P.A.
990 John Adams Parkway
Idaho Falls, Idaho 83401
208.522.8779 (F)208.522.8785
Plan analysis based on
the 2000 International Building Code
Project Number: 1040 Date: October 26, 2004
Project Name: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Contractor: J & S Construction
Occupancy: B Architect: Nielson Bodily
Construction: V -B Engineer:
Report By: James Wyatt, AIA
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 2000 IBC.
It is a guide to selected sections of the code.
Report created using Plan Analyst software by b w & a. (719) 599 -5622
FRONTAGE INCREASE:
Perimeter of the entire building = 500 feet.
Perimeter which fronts a public way or accessible open space = 466 feet.
Minimum width of public way or accessible open space = 53
Allowable area increased 68.2% for frontage increase.
-- Sec. 506.2 NOTE: Limit in Section 506.2.1 used.
FL NAME
1 Office
1 Wait Area - 1
1 Wait Area - 2
1 Conference Room
1 Exam Rooms
1 Infusion
1 Lab
1 Reception
1 Toilet Rooms
1 Mechanical Room
TOTAL FOR FLOOR
BUILDING TOTAL
OCC MAX FLR AREA ALLOWED RATIO STATUS
B
ok
631
15138
0.04
ok
B
ok
230
15138
0.02
ok
B
ok
99
15138
0.01
ok
B
ok
172
15138
0.01
ok
B
ok
828
15138
0.05
ok
B
ok
1113
15138
0.07
ok
B
ok
385
15138
0.03
ok
B
ok
300
15138
0.02
ok
B
ok
250
15138
0.02
ok
B
ok
3532
15138
0.23
ok
7540
15138
0.5
ok
7540
15138
0.5
ok
-- Sec. 503, 504, 506 and Table 503
Allowable area calculations are based on different uses being separated
by fire barriers. -- Sec. 302.3.3
Page # 2
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
The actual height of this building is 25.0 feet.
The maximum height of this building is 40.0 feet. -- Table 503
PROPERTY DESCRIPTION:
North Side has a public way - Distance to public way = 20.0 ,width = 60.0
Exterior wall rating based on distance to center line of public way.
-- Sec. 702.1 FIRE SEPARATION DISTANCE
East Side has a property line - Distance to property line = 53.0
South Side has a public way - Distance to public way = 6.0 ,width = 90.0
Exterior wall rating based on distance to center line of public way.
-- Sec. 702.1 FIRE SEPARATION DISTANCE
West Side has a property line - Distance to property line = 63.0
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Sec. 602, Tables 601 and 602, and Sec. 704
NORTH EAST SOUTH WEST
OCC BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG NON OPNG%
WALL BRG UP /PR WALL BRG UP /PR WALL BRG UP /PR WALL BRG UP /PR
B 0 -hr 0 -hr NL /NL 0 -hr 0 -hr NL /NL 0 -hr 0 -hr NL /NL 0 -hr 0 -hr NL /NL
The exterior walls may be of COMBUSTIBLE material. -- Sec. 602.5
Exterior walls are required to be fire -rated for exposure to fire:
1. From Both sides when fire separation is 5 feet or less.
2. On the interior side only when separation is greater than 5 feet.
-- Sec. 704.5
up /pr = Maximum percent of openings in the exterior wall.
-- Table 704.8
up - The maximum percent if all openings are unprotected.
pr - The maximum percent if all openings are protected.
If some are protected and some are not, then use formula
in Sec. 704.8
Openings in lhr walls are required to be protected with
3/4 hour assemblies. -- Sec. 704.12 and 714.3.7
Openings in walls required to be greater than lhr are required
protected with 1 1/2 hour assemblies. -- Sec. 714.3.7
NL = No fire protection requirements for openings.
NP = Openings are not permitted in this wall.
Page # 3
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
* = These walls may be required to have a parapet wall 30 inches
above the roofing. The parapet wall is required to have the
same fire rating as the wall and shall have noncombustible faces
for the uppermost 18 inches. -- Sec. 704.11
Exceptions:
The parapet wall is not required where:
1. The roof is construction is at least 2 hour fire resistive.
2. The roof including the deck and supporting construction is
constructed entirely of noncombustible materials.
3. Exterior wall is required to be 1 hour fire resistive and
where the roof is constructed per Exception 4.
(1 hour roof /ceiling, no openings in the roof near the exterior
wall and Class B covering)
FIRE RES
ELEMENT
Structural Frame
Interior Bearing wall
Interior nonbrg wall
Floor /Ceiling Assembly
Roof /Ceiling Assembly
ISTANCE RATINGS
MATERIAL
Any
Any
Any
Any
Any
FOR BUILDING ELEMENTS -- Table 601
RATING NOTES
0
hour
0
hour
0
hour
0
hour
0
hour
NOTES:
PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 711
WALLS ASSEMBLIES -- Sec. 711.3
Through penetrations of walls:
1. Penetrations shall be installed as tested in the fire resistance
rated assembly. -- Sec. 711.3.1.1
2. Penetrations shall be protected by an approved penetration firestop
system with a minimum positive pressure differential of 0.01 inch
of water and shall have an F rating of not less than the required
rating of the wall penetrated. -- Sec. 711.3.1.2
Exception: Where penetrating items are steel, ferrous or copper
pipes or steel conduits, the annular space between the and the
penetrating item and the fire resistance rated wall shall be
permitted to be protected as follows:
1. In concrete or masonry walls where the penetrating item is a
maximum of 6 inches nominal diameter and the openings is a
maximum 144 square inches, concrete, grout or mortar shall be
permitted.
2. The material used to fill the annular space shall prevent the
passage of flame and hot gasses sufficient to ignite cotton.
Page # 4
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Membrane penetrations of walls:
The requirements are the same as for through penetrations.
-- Sec. 711.3.2
Exceptions:
1. Steel electrical outlet boxes that do not exceed 16 square inches
provided that the area of such openings does not exceed 100 square
inches for any 100 square feet of wall area. Boxes on opposite
sides of the assembly shall be separated by a horizontal distance
of not less than 24 inches.
2. Sprinklers with metal escutcheon plates.
FLOOR /CEILING AND ROOF /CEILING ASSEMBLIES -- Sec. 711.4
Through penetrations of fire - resistive horizontal assemblies:
1. Through penetrations shall be installed as tested in an approved
fire resistance rated assembly. -- Sec. 711.4.1.1
2. Penetrations shall be protected by an approved penetration firestop
system with a minimum positive pressure differential of 0.01 inch of
water and shall have an F rating and a T rating of not less than
1 hour but not less than the required rating of the floor
penetrated. -- Sec. 711.4.1.2
Exceptions:
1. When penetrating items are steel, ferrous or copper conduits,
pipes, tubes and vents through a single concrete floor, the
annular space shall be permitted to be grout or mortar. The
minimum thickness is the thickness required to maintain the fire
rating. The maximum size of the penetrating items is equivalent
to a 6 -inch diameter and the opening is a maximum of 144 square
inches.
2. Electrical outlet boxes that have been tested for use in fire
- assemblies.
Membrane penetrations of fire - resistive horizontal assemblies:
The requirements are the same as for through penetrations.
-- Sec. 711.4.2
Exceptions:
1. When penetrating items are steel, ferrous or copper conduits,
electrical outlet boxes, pipes, tubes and vents through concrete or
masonry and the annular space is protected by an approved
penetration firestop assembly or protected to prevent the free
passage of flame and products of combustion. Such penetrations
shall not exceed an aggregate area of 100 square inches in any 100
square feet of ceiling area in assemblies without penetrations.
2. Electrical outlet boxes that have been tested for use in fire -
assemblies.
3. Sprinklers with metal escutcheon plates.
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Page # 5
DUCTS AND AIR TRANSFER OPENINGS -- Sec. 715
Dampers shall be accessible for inspection and servicing. 715.4
Where required. -- Sec. 715.5
1. Fire walls. -- Sec. 715.5.1
2. Fire barriers -- Sec. 715.5.2 See exceptions
3. Fire partitions -- Sec. 715.5.3 See exceptions
4. Smoke barriers -- Sec. 715.5.4 (smoke damper) See exceptions
DRAFTSTOPPING:
If there is combustible construction in the roof /ceiling assembly,
draftstopping shall be installed so that the area of concealed space
does not exceed 3,000 square feet. -- Sec. 716.4.3
Opening in the partitions shall be protected by self - closing doors with
automatic latches constructed as required for the partitions.
-- Sec. 716.4.1.1
EXIT
REQUIREMENTS:
FL
NAME
NUMB
MIN
MIN
PANIC
CORRIDOR
DOOR NOTES
-------------------------------------------------------------------------
OCC
EXITS
WIDTH
HDWR
RATING
SWING
1
Office
6
1
1.2
No
None
N/R
1
Wait Area - 1
46
1
9.2
No
N/A
N/R
1
Wait Area - 2
20
1
4.0
No
N/A
N/R
1
Conference Room
11
1
2.2
No
N/A
N/R
1
Exam Rooms
10
1
2.0
No
None
N/R
1
Infusion
14
1
2.8
No
N/A
N/R
1
Lab
5
1
1.0
No
N/A
N/R
1
Reception
3
1
0.6
No
N/A
N/R
1
Toilet Rooms
AC2
1
0.4
No
N/A
N/R
1
Mechanical Room
AC12
1
2.4
No
N/A
N/R
TOTAL
FOR FLOOR
115
2
23.0
No
N/A
Out 1
NOTE: Areas with 'AC' before the number of occupants is being treated
an accessory use area. This area is only used persons who occupy
the main areas of the building. The occupant load of this area is
not included in the total occupant load for suites, floors, or the
building.
FOOTNOTES:
1. Two exits are required from this area since the occupant load exceeds
allowable in Table 1004.2.1
Page # 6
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
NOTES FOR EXIT TABLE
Door swing is based on Section 1003.3.1.2.
Occupant load is based on Section 1003.2.2 and Table 1003.2.2.2.
Exit width is in inches and based on Section 1003.2.3 & Table 1003.2.3
Width shown for all areas is based on other egress components.
Width shown for lst floor is based on other egress components.
Width shown for other floors & basements is based on stairways.
For the minimum width of doors, see Section 1003.3.1.1.
For the minimum width of corridors, see Section 1004.3.2.2.
For the minimum width of stairways, see Section 1003.3.3.1.
Exits shall be continuous from the point of entry into the exit to
the exit discharge. -- Sec. 1005.2.3
If 'CORRIDOR RATING' = N/A
There is no corridor in this area.
If 'CORRIDOR RATING' = None
Walls and ceilings of corridors are not required to be fire - resistive
unless they are required to be fire - resistive based construction type.
-- Table 1004.3.2.1
There is no restriction as to the amount and type of openings unless
protection of openings is required by some other code provision.
If 'CORRIDOR RATING = 1 hour
Walls shall be 1 hour fire - resistive -- Table 1004.3.2.1 Walls shall
extend to the underside of the floor /roof slab or deck or to the fire -
resistance rated floor /ceiling or roof /ceiling assembly above.
-- Sec. 708.4
Exception 2: Where the room -side membrane is carried through to the
underside of a fire resistance rated floor or roof, the
ceiling of the corridor shall be permitted to be protected
by the use of ceiling materials as required for a 1 hour
rated system or the ceiling shall be constructed as required
for the corridor walls.
Door openings are required to be protected with 20 minute fire assemblies.
-- Sec. 714.2.2
Doors shall be self - closing or automatic - closing. -- Sec. 714.2.7
Doors shall have an active latch bolt that will secure the door when
closed. -- Sec. 714.2.7.1
Page # 7
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Window openings are required to be protected with labeled 3/4 hour fire
assemblies and limited to 25% of the wall area. -- Sec. 714.3 & 714.3.6.2
Corridors shall not serve as supply, return, exhaust, relief or
ventilation air ducts or plenums. -- Sec. 1004.3.2.4 See Exceptions
Fire resistant corridors shall not be interrupted by intervening rooms.
-- Sec. 1004.3.2.5
Exception 1: Foyers, lobbies or reception rooms constructed as required
for corridors.
When more than one exit is required, exit access shall be arranged such
that there are no dead ends in corridors more than 20 feet.
-- Sec. 1004.3.2.3
EXIT SEPARATION
In areas where 2 exits are required, the minimum separation is 1/2 of
the maximum diagonal of the area or floor measured in a straight line
between exits or exit access doorways. -- Sec. 1004.2.2.1
Multiple means of egress shall be sized such that the loss of any one
means of egress shall not reduce the available capacity by more than
50 percent. -- Sec. 1003.2.3
EXIT SIGNS
Exits and exit access doors shall be marked by an approved exit sign.
Signs shall be placed where the exit or the path of egress travel is not
immediately visible. No point to be more than 100 feet from an exit sign.
-- Sec. 1003.2.10.1
Exception 1: Exit signs are not required in rooms or areas which require
only one exit.
Exception 2: Main exterior exit doors which obviously and clearly are
identifiable as exits need not be signed when approved.
Exit signs shall be internally or externally illuminated.
-- Sec. 1003.2.10.4
Exit sign shall be illuminated at all times including during loss of
primary power. -- Sec. 1003.2.10.5
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Page # 8
BOLT LOCKS:
Manually operated flush bolts and surface bolts are not permitted.
-- Sec. 1003.3.1.8.1
Exception 2: Where a pair of doors serves a storage or equipment room,
manually operated edge- or surface - mounted bolts are
permitted on the inactive leaf.
LOCKS AND LATCHES:
Egress doors shall be readily openable from the egress side without the
use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8
Exception 2: The main door or doors in Group B, F, M and S areas is
permitted to be equipped with key operating locking devices
from the egress side provided:
2.1 The locking device is readily distinguishable as locked.
2.2 A readily visible durable sign is posted on the egress
side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING
IS OCCUPIED
Exception 3: Where egress doors are used in pairs, automatic flush bolts
shall be permitted to be used, provided the door leaf having
the automatic flush bolts has no doorknob or surface - mounted
hardware. The unlatching of any leaf shall not require more
than one operation.
LANDINGS AT DOORS:
1. There shall be a floor or landing on each side of a door.
-- Sec. 1003.3.1.4
2. The floor or landing shall not be more than 1/2 inch lower than the
threshold. -- Sec. 1003.3.1.6
3. Landings shall have a width not less than the width of the stairway
or width of the doorway, whichever is the greater. Where a landing
serves an occupant load of 50 or more, doors in any position shall
not reduce the landing dimension to less than one half it required
width. The minimum length in the direction of exit travel is 44
inches. -- Sec. 1003.3.1.5
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Page # 9
STAIR REQUIREMENTS:
Stairways:
1. The riser heights shall not be less than 4 inches or greater than 7
inches. The minimum tread depth is 11 inches. -- Sec. 1003.3.3.3 The
maximum variation is 3/8 inch between the largest and the smallest
in a stairway flight. -- Sec. 1003.3.3.3.1
2. The minimum width of a stairway is 36 inches, 44 inches if the
occupant load is greater than 50. -- Sec. 1003.3.3.1
Also see exit table above to see if minimum width is greater than
44 inches.
3. Provide a handrail on both sides of stairway 34 to 38 inches above
the nosing. -- Sec. 1003.3.3.11 and Sec. 1003.3.3.11.1
Handrails shall return to a wall, guard or the walking surface.
Handrails shall extend horizontally at least 12 inches beyond the
top riser and continue to slope for the depth of one tread beyond
the bottom riser. -- Sec. 1003.3.3.11.5
4. Provide a guard where drop off is greater than 30 inches.
-- Sec. 1003.2.12
5. The minimum height of guard is 42 inches. -- Sec. 1003.2.12.1
6. Open guards shall have balusters or ornamental pattern such that
a 4 inches diameter sphere cannot pass through any opening up to a
height of 34 inches. From a height of 34 inches above the adjacent
walking surface to 42 inches above the walking surface, a sphere
8 inches in diameter shall not pass. -- Sec. 1003.2.12.2
Exception 1. The triangular opening formed at the riser, tread and
guardrail may be 6 inches.
7. The minimum headroom clearance is 80 inches (6 ft.- 8 inches.)
measured vertically from a line connecting the edge of the nosing.
Headroom shall be continuous to the point where the line intersects
the landing below. -- Sec. 1003.3.3.2
8. Enclosed usable space under the stairs is required to be protected
as required for 1 hour fire - resistive construction. -- Sec. 1005.3.2.2
9. A flight of stairs shall not have a vertical rise greater than 12 feet
between floor levels or landings. -- Sec. 1003.3.3.6
2. The openings into the exit enclosure are required to be 1 hour
fire assemblies. -- Table 714.2
Openings into enclosure are limited to those necessary for exit access
to the enclosure from normally occupied spaces and for egress from the
enclosure. -- Sec. 1005.3.4
Doors shall be self - closing or automatic closing. -- Sec. 714.2.6
3. Exit enclosure must discharge directly to the exterior of the building.
-- Sec. 1006.1
Page # 10
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
4. The walls and soffits within enclosed usable spaces under stairways
shall be protected by 1 hour fire resistant construction.
-- Sec. 1005.3.2.2
EXIT ACCESS TRAVEL DISTANCE:
The maximum travel distance in Group B is 200 feet. -- Table 1004.2.4
BUILDING ACCESSIBILITY
1. At least 50 percent but not less than one entrance to the building and
and each separate tenant space shall comply with accessible route
provisions. -- Sec. 1105.1
2. When a building has multiple entrances that serve areas facilities
required to be accessible, at least one entrance from each area is
required to be accessible. -- Sec. 1105.2
3. Where parking is provided, accessible parking spaces hall be provided
in compliance with Table 1106.1 -- Sec. 1106.1
4. At least one accessible route shall connect each accessible level.
-- Sec. 1104.4 See exceptions.
5. Where floor levels are required to be connected by an accessible route,
and an interior path of travel is provided, the accessible route shall
also be interior. -- Sec. 1104.5
6. On floors where drinking fountains are provided, at least 50 percent,
but not less than one fountain shall be accessible. -- Sec. 1108.5
ROOFING REQUIREMENTS:
1. The roofing on this building is required to be Class C. -- Table 1506.1
AUTOMATIC SPRINKLER SYSTEMS:
If openings are not provided in each 50 feet
wall or there is floor area more than 75 feet
an automatic sprinkler system is required. --
Openings shall have a minimum dimension of 30
least 20 sq.ft. of opening in every 50 lineal
thereof.
STANDPIPE AND HOSE SYSTEMS -- Sec. 905
Dn at least one exterior
from an exterior opening,
Sec. 903.2.12.1
inches. There must be at
feet of wall or fraction
A standpipe system is not required.
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Page # 11
LIGHT AND VENTILATION
1. Every space intended for human occupancy shall be provided with
natural light. The minimum net glazed area shall not be less than
8% of the floor area. -- Sec. 1204.1 and 1204.2
Any room is permitted to be considered as a portion of an adjoining
room where one half of the area of the common wall is open and
unobstructed and provided not less than one tenth of the floor area
or 25 square feet, whichever is greater. -- Sec. 1204.2.1
Artificial light shall be provided that is adequate to provide an
average illumination of 10 foot candles over the area of the room
at a height of 30 inches above the floor. -- Sec. 1204.3
2. Natural ventilation of an occupied space shall be through windows,
doors, louvers or other openings to the outdoors. -- Sec. 1202.4
The minimum openable area to the outdoors shall be 4 percent of the
floor area. -- Sec. 1202,4.1
Any room is permitted to be considered as a portion of an adjoining
room where unobstructed openings are provided that have an area not
less than 8% of the floor area of the interior room but no less than
25 square feet. -- Sec. 1202.4.1.1
When openings are below grade, clear space measured perpendicular to
the opening shall be one and one half times the depth of the opening.
-- Sec. 1202.4.1.2
3. Rooms containing bathtubs, showers, spas and similar bathing fixtures
shall be mechanically ventilated. -- Sec. 1202.4.2.1
CEILING HEIGHTS:
Occupiable spaces, habitable spaces and corridors shall have a ceiling
height of not less than 7 feet 6 inches. Bathrooms, toilet rooms,
kitchens, storage rooms and laundry rooms shall be permitted to have a
ceiling height of not less than 7 feet. -- Sec. 1207.2
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Page # 12
WALL AND CEILING FINISH:
1. Wall and ceiling finish materials are required to comply with
Sec. 803.4 and Table 803.4.
2. Textile wall coverings shall have Class A flame spread index and
shall be protected by automatic sprinklers or meet the criteria in
Section 803.5.1.1 or 803.5.1.2. -- Sec. 803.5.1
3. Carpet and similar textile materials used as a ceiling shall have a
Class A flame spread index and be protected by automatic sprinklers.
-- Sec. 803.5.2
4. Expanded vinyl wall coverings shall comply with the requirements for
textile wall and ceiling materials. -- Sec. 803.6
5. Toilet room floors shall have a smooth, hard nonabsorbent surface
that extends upward onto the walls at least 6 inches.
-- Sec. 1209.1
6. Walls within 2 feet of urinals and water closets shall have a smooth,
hard nonabsorbent surface, to a height of 4 feet above the floor.
-- Sec. 1209.2
INSULATION NOTES:
1. Insulating materials shall have a flame - spread rating of no more than
25 and a smoke developed index of not more than 450. -- Sec. 718.2
(concealed installation) and Sec. 718.3 (exposed installation)
2. Where such materials are installed in concealed spaces, the flame
spread and smoke developed limitations do not apply to facings,
coverings and layers of reflective foil that are installed behind
and in substantial contact with the unexposed surface of the
ceiling, wall or floor finish. -- Sec. 718.2.1
Foam plastic insulations are required to be protected. -- Sec. 2603
ADDITIONAL REQUIREMENTS:
For B occupancy
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Page # 13
ACCESSIBLE FACILITIES:
NOTE: Except as noted, section numbers listed below are from
ICC /ANSI A117.1 -1998
WATER FOUNTAINS AND WATER COOLERS:
Accessible units must comply with the following:
1. Spout is to be within 36 inches of the floor. -- Sec. 602.4
2. Spout arranged for parallel approach shall be located 3 1/2
inches maximum from the front edge. Units with a forward approach
shall have the spout 15 inches minimum from the vertical support
and 5 inches maximum from the front edge of the unit.
-- Sec. 602.5
3. Spouts shall provide a flow of water 4 inches height minimum.
-- Sec. 602.6
TOILET FACILITIES:
1. A 60 inch diameter turning space or T- shaped space is required
in the toilet room. -- Sec. 603.2.1 and 304.3
Doors shall not swing into the clear floor space for any fixture.
603.2.3 See exception for rooms used for individual use.
2. Water closet shall be mounted adjacent to a side wall or
partition. The distance from the side wall or partition to the
centerline of the water closet shall be 16 to 18 in. Sec. 604.2
3. When the accessible water closet is not in a compartment:
Clearance around the water closet shall be 60 inches minimum,
measured perpendicular to the side wall, and 56 inches minimum,
measured perpendicular to the rear wall. -- Sec. 604.3.1
4. When the accessible water closet is in a compartment:
Wheelchair accessible compartments shall be 60 inches wide
minimum measured perpendicular to the side wall, and 56 inches
deep minimum for wall hung water closets and 59 inches deep
for floor mounted water closets, measured perpendicular to the
rear wall. -- Sec. 604.8.1.1
Compartment doors shall not swing into the minimum required
compartment area. -- Sec. 604.8.1.2
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Page # 14
5. Grab bars shall have a circular cross section with a diameter of
1 1/4 inch minimum and 2 inches maximum, or shall provide
equivalent graspability. -- Sec. 609.2
The space between the wall and the grab bar shall be 1 1/2 inches.
Sec. 609.3
Grab bars shall be mounted in a horizontal position 33 inches
minimum and 36 inches maximum above the floor. -- Sec. 609.4
a. Side wall grab bars are required to start within 12 inches
of the backwall and extend to 54 inches from the back wall.
(The minimum length of the bar is 42 in) -- Sec. 604.5.1
b. The rear bar shall be 24 in long minimum, centered on the
water closet. Where space permits, the bar shall be 36 in
long minimum, with the additional length provided on the
transfer side. -- Sec. 604.5.2
6. The top of the water closet seats shall be 17 to 19 inches above
the floor. -- Sec. 604.4
7. Accessible urinals shall be of the stall type or wall hung with
the rim at 17 inches maximum above the floor. -- Sec. 605.2
8. Accessible lavatories shall be mounted with the rim 34 inches
maximum above the floor. -- Sec. 606.3
9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5
10. Water supply and drain pipes under lavatories shall be
insulated or otherwise treated to protect against contact.
-- Sec. 606.6
11. Mirrors shall be mounted with the bottom edge of the reflecting
surface 40 inches maximum above the floor. -- Sec. 603.3
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Page # 15
GLAZING REQUIREMENTS
All glazing in hazardous locations is required to be of safety
glazing material. -- Sec. 2406.1
Locations: -- Sec. 2406.2
1. Glazing in swinging doors except jalousies.
2. Glazing in fixed and sliding panels of sliding patio door assemblies
and panels in sliding and bifold closet door assemblies.
3. Glazing in storm doors.
4. Glazing in all unframed swinging doors.
5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas,
steam rooms, bathtubs and showers. Glazing in any portion of a
building wall enclosing these compartments where the bottom exposed
edge of the glazing is less than 60 inches above a standing surface.
6. Glazing in fixed or operable panels adjacent to a door where the
nearest exposed edge of the glazing is within a 24 -inch arc of
either vertical edge of the door in a closed position and where the
bottom exposed edge of the glazing is less than 60 inches above the
walking surface.
Exception: Panels where there is an intervening wall or other
permanent barrier between the door and glazing.
7. Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions:
A. Exposed area of an individual pane greater than 9 square feet.
B. Exposed bottom edge less than 18 inches above the floor.
C. Exposed top edge greater than 36 inches above the floor.
D. One or more walking surfaces within 36 inches horizontally of
the plane of the glazing.
See exceptions.
Glass used as structural balustrade panels in railings shall be
constructed of either single fully tempered glass, laminated fully
tempered glass or laminated heat - strengthened glass.
Code review for:
Project Id.: Teton Oncology Center
Address: Walker Drive - Rexburg, Idaho
Page # 16
ATTIC REQUIREMENTS:
1. Provide an access to all attic areas with a clear height more than
30 inches. The minimum size is 20 inches by 30 inches. There must be
30 inches or more clear height above the access. -- Sec. 1208.2
Note: Opening may be required to be larger if mechanical equipment
is located in the crawl space. -- Sec. 1208.3
2. Provide cross ventilation in all attic areas. The net free vent
area shall not be less than 1 square foot for each 150 square feet
of attic area with 50% of the required ventilating area provided by
ventilators located in the upper portion of the space at least
3 feet above eave or cornice vents. -- Sec. 1202.2
Exception : The minimum vent area may be 1/300 if a vapor retarder
having a transmission rate not exceeding 1 perm is installed on the
warm side of the attic insulation.
PROJECT:
Teton Oncology
Rexburg,ID
PROJECT No
04305
CLIENT:
Nielson Bodily and Associates
DATE:
November 3, 2004
4943 NORTH 29TH EAST, STE A
IDAHO FALLS, IDAHO 83401
E-MAIL: ES2 @ES2ENG.COM
PHONE: (208) 552-9874
FAX: (208) 552 -9302
1� —�k —oak
. y
r
BASIS FOR DE SIGN
C
DESIGN CODE: 2000 113C
DESIGN CRITERIA:
wind speed 90 MPH Exp.0
seismic category D
allowable soil bearing pressure 2000 psf
DESIGN LOADS:
SLOPED ROOF:
asphalt shingles o /felt
5.0
5/8" plywood or OSB
2.1
wood 1- joists at 24" o.c.
3.5
10" bait insulation (R -30)
3.0
5/8" gypboard (metal suspension)
3.6
mech. /elec. /misc.
2 .8
D.L.= 20.0 psf
L.L.= 35 psf
2ND FLOOR:
floor cover 5.0
3/4" plywood or OSB 3.0
wood 1- joists at 16" o.c. 3.5
5/8" gypboard (metal suspension) 2.2
mech. /elec. /misc. 1.3
D.L.= 15.0 psf
L.L.= 125 psf
EXTERIOR WALLS:
brick veneer
38.0
1/2" plywood or OSB
1.7
2x wood studs at 16" o.c.
1.2
1/2" gypboard
2.2
6" batt insulation (R -25)
1.8
mech. /elec. /misc.
1.1
46.0 psf
MATERIALS:
structural lumber
Douglas Fir #2
connections
Simpson
reinforcing steel
Grade 60
concrete
2500 psi
Project Name: Project #: Initials: Date: Sheet:
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W N
WOOD BEAM
LL Red.(Y /N) ?: n
DL LL
Comments
P PT. LOAD (Ibs): 0 0 from left end: 0.0
No. of MICROLAMS: 1
Loads
ALLOWABLE STRESS DESIGN
A B
F
G
BM MARK: B1
(2) 2 x 12 (3) 2x 8
(1) 1 -3/4x 7.250
(3) 2x8
Loads
73 95
244
Reactions (Ibs)
fb (psi):
601 965
2482
DL (psf) LL (psf)
Red.LL
trib (ft)
wTL (plf)
WILL (plf)
Left Right
0.01 0.02
Span (ft): 4.5
0.02
span /A:
(psf)
493
1068
0
Beam Selection (A - F ): B 81 u B e:
(3) zx B
Lu (ft): 2.0
roof
20 35
35
21.5
1182.5
752.5
968 968
DL
TL def. < U 240
roof/flr
0 0
0
0
0
0
1851 1851
LL
LL def. < U 360
floor
0 0
0
0
0
0
2818 2818
TL
CD: 1.00
wall /misc.
0 35
-
2
70
70
Comments
K: 1.0
W UNIFORM LOAD (plf):
1253
823
M (lb -ft): 3170
LL Red.(Y /N) ?: n
DL LL
Comments
BM MARK: B2
Span (ft): 14.0
Lu (ft): 2.0
TL def. < U 240
LL def. < U 360
CD: 1.00
K: 1.0
LL Red.(Y /N) ?: N
fv (psi) @ d:
fb (psi):
ATL (in):
AD (in):
span /A:
P PT. LOAD (Ibs): 0 0 from left end: 0.0
No. of MICROLAMS: 1
Loads
P PT. LOAD (Ibs): 0 0 from left end:
A B
F
G
Red.LL
(2) 2 x 12 (3) 2x 8
(1) 1 -3/4x 7.250
(3) 2x8
fv (psi) @ d:
73 95
244
95
fb (psi):
601 965
2482
965
ATL (in):
0.02 0.05
0.11
0.05
AD (in):
0.01 0.02
0.04
0.02
span /A:
2661 1068
493
1068
0
Beam Selection (A - F ): B 81 u B e:
(3) zx B
0
BM MARK: B2
Span (ft): 14.0
Lu (ft): 2.0
TL def. < U 240
LL def. < U 360
CD: 1.00
K: 1.0
LL Red.(Y /N) ?: N
fv (psi) @ d:
fb (psi):
ATL (in):
AD (in):
span /A:
Reactions (Ibs)
Left Right
2975 2975 DL
4655 4655 LL
7630. 7630 TL
M (lb -ft): 26705
DL LL
Comments
No. of MIOROLAMS: 3
Loads
P PT. LOAD (Ibs): 0 0 from left end:
C
No. Of MICROL.AMS: 3
DL (psf) LL (psf)
Red.LL
trib (ft)
wTL (plf)
WILL (Plf)
3-1/8 x 161/2 5 -1/8 x 131/2
6-3/4 x 12
(3) 1 -3/4x 14.000
8 -3/4 x 27
178 139
121
roof
25 35
35
17
1020
595
roof /flr
0 0
0
0
0
0
floor
0 0
0
0
0
0
wall /misc.
0 35
-
2
70
70
0 0
-- 0
W UNIFORM
LOAD (plf):
1090
665
Reactions (Ibs)
Left Right
2975 2975 DL
4655 4655 LL
7630. 7630 TL
M (lb -ft): 26705
DL LL
Comments
No. of MIOROLAMS: 3
Loads
P PT. LOAD (Ibs): 0 0 from left end:
C
No. Of MICROL.AMS: 3
G
C D
E
F
G
3-1/8 x 161/2 5 -1/8 x 131/2
6-3/4 x 12
(3) 1 -3/4x 14.000
8 -3/4 x 27
178 139
121
130
33
2260 2059
1978
1869
301
0.45 0.50
0.54
0.41
0.04
0.17 0.19
0.21
0.16
0.01
375 337
312
407
4606
Beam Selection( A -F): D
192 use:
5- /8 x 1 3 its
GLULAM
C 1.00
BM MARK: B3
P PT. LOAD (Ibs): 0 0 from left end:
No. of MIOROLAMS: 3
Loads
C
Reactions (Ibs)
G
Span (ft): 7.0
3-118 x 9
DL (psf) LL (psf)
Red.LL trib (ft)
(psf)
w (plf)
W (plf)
Left Right
10
Lu (ft): 2.0
roof
25 35
35 21
1260
735
1838 1838
DL
TL def. < U 240
roof /fir
0 0
0 0
0
0
2573 2573
LL
LL def.< U 360
floor
0 0
0 0
0
0
4410 4410
TL
C 1.00
wall /misc.
0 0
-- 0
0
0
K: 1.0
W UNIFORM LOAD (plf):
1260
735
M (lb -ft): 7718
LL Red.(Y /N) ?: N
DL LL
Comments
Project Name: Project #: Initials: Date: Sheet:
Imps- m . .
pan- _
P PT. LOAD (Ibs): 0 0 from left end:
No. of MIOROLAMS: 3
C
F
G
3-118 x 9
(3) 1 -3/4x 7.250
8 -3/4 x 27
fv (psi) @ d:
185
144
10
fb (psi):
2195
2014
87
ATL (in):
0.20
0.21
0.00
AD (in):
0.08
0.09
0.00
span /A:
422
391
31876
Project Name: Project #: Initials: Date: Sheet:
Imps- m . .
pan- _
D
^ N
z
O
¢ 1
s W� C
W
2 y
� D
_ ! / z
W N
WOOD BEAM
BM MARK: B5
DL LL Comments
Comments
ALLOWABLE STRESS DESIGN
P PT. LOAD (Ibs): 0 0 from left end: 0.0
No. Of MICROLAMS: 1
Reactions (Ibs)
BM MARK: B4
A B
F
G
Loads
(2) 2 x 8 ( 3) 2 x 6
( 1) 1 -314x 5.500
Reactions (Ibs)
fv (psi) @ d:
Span (ft): 6.0
158
DL (psf) LL (psf)
Red.LL
(psi
trib (ft)
WTL (PIO
WLL (Plf)
Left Right
0.08 0.12
Lu (ft): 2.0
roof
20 35
35
6
330
210
360 360
DL
TL def. < U 240
roof/flr
0 0
0
0
0
0
840 840
LL
LL def. < U 360
floor
0 0
0
0
0
0
1200 1200
TL
C 1.00
wall /misc.
0 35
-
2
70
70
3543
3543
K: 1.0
C 1.00
W UNIFORM LOAD (plf):
400
280
- 2
M (lb -ft): 1800
LL Red.(Y /N) ?: n
K: 1.0
BM MARK: B5
DL LL Comments
Comments
Loads
P PT. LOAD (Ibs): 0 0 from left end: 0.0
No. Of MICROLAMS: 1
Reactions (Ibs)
No. of MICROLAMS: 3
A B
F
G
DL (psf) LL (psf)
(2) 2 x 8 ( 3) 2 x 6
( 1) 1 -314x 5.500
(3) 2x8
fv (psi) @ d:
66 62
158
44
fb (psi):
822 952
2448
548
ATL (in):
0.08 0.12
0.25
0.05
AD (in):
0.02 0.04
0.08
0.02
span /A:
941 616
285
1411
1020
Beam Selection ( A - F ): B 84 LIBE: (3) 2x 6
1381
1381
BM MARK: B5
DL LL
Comments
Loads
P PT. LOAD (Ibs): 0 0
Reactions (Ibs)
No. of MICROLAMS: 3
C
DL (psf) LL (psf)
Red.LL trib (ft)
WTL (Plf)
WILL (PIO
Left
Right
(3) 1 -3/4x 9.250
8 -3/4 x 27
Span (ft): 6.5
177
162
152
(psf)
fb (psi):
1591
1725
1594
112
ATL (in):
Lu (ft): 2.0
roof
25
35
35 17
1020
595
1381
1381
DL
905
TL def. < U 240
roof /fir
0
0
0 0
0
0
2161
2161
LL
LL def. < L/ 360
floor
0
0
0 0
0
0
3543
3543
TL
C 1.00
wall /misc.
0
35
- 2
70
70
K: 1.0
W UNIFORM LOAD (plf):
1090
665
M (lb -ft):
5757
LL Red. (YIN)?: N
DL
LL
Comments
P PT. LOAD (Ibs):
0
0
from left end:
No. Of MICROLAMS: 3
B
F
G
(3) 2x 12
(3) 1 -3/4x
7.250
8 -3/4 x 27
fv (psi) @ d:
75
114
7
fb (psi):
728
1502
65
ATL (in):
0.05
0.14
0.00
AD (in):
0.02
0.05
0.00
span/A:
1522
564
46021
Beam Selection( A - F ): D
as
U
G LU LAM
BM MARK: B6
Loads
Reactions (Ibs)
DL (psf) LL (psf)
Red.LL trib (ft)
WT (plf)
W (A
Left
Right
Span (ft): 6.0
(psf)
Lu (ft): 2.0
roof
25
35
35 17.5
1050
612.5
1793
1793
DL
TL def. < U 240
roof /fir
0
0
0 0
0
0
4838
4838
LL
LL def.< U 360
floor
20
125
125 8
1160
1000
6630
6630
TL
CD: 1.00
wall /misc.
0
0
- 0
0
0
K: 1.0
W UNIFORM LOAD (plf):
2210
1612.5
M (lb -ft):
9945
LL Red. (YIN)?: N
Project Name: Project #: Initials: Date: Sheet:
Imp e- pan- m_ ..z s
DL LL
Comments
P PT. LOAD (Ibs): 0 0
from left end:
No. of MICROLAMS: 3
C
D
F
G
3 -1/8 x 12
5 -1/8 x 9
(3) 1 -3/4x 9.250
8 -3/4 x 27
fv (psi) @ d:
177
162
152
11
fb (psi):
1591
1725
1594
112
ATL (in):
0.08
0.11
0.10
0.00
AD (in):
0.02
0.03
0.03
0.00
span /0:
905
626
735
28859
Project Name: Project #: Initials: Date: Sheet:
Imp e- pan- m_ ..z s
O 6
O
h W S
�) C
ZI
W
Z
O 0
2 Z
W N
WOOD BEAM
Project Name: Project #: Initials: Date: Sheet:
DL
LL
ALLOWABLE STRESS DESIGN
Comments
BM MARK: F1
P PT. LOAD (Ibs):
0
0
from left end:
Loads
Reactions
(Ibs)
Span (ft): 4.0
C
DL (psf) LL (psf)
psf)
R(psf)
trib (ft)
WTL Of)
WILL Of)
Left
Right
Lu (ft): 2.0
3 -1/8 x 10 1/2
roof
20
35
35
0
0
0
300
300
DL
173
TL def. < U 240
roof /flr
0
0
0
0
0
0
2500
2500
LL
LL def. < U 360
floor
15
125
125
10
1400
1250
2800
2800
TL
C 1.00
wall /misc.
0
35
--
0
0
0
0.01
K: 1.0
0.01
0.00
W UNIFORM LOAD (plf):
1400
1250
706
M (lb -ft):
2800
LL Red.(Y /N) ?: n
603
33587
Beam Selection (A - F ): F
F2
USE:
(1) 1 - 3/4x 1 1 7/8
L VL
BM MARK: F3
DL
LL
Loads
Comments
Reactions (Ibs)
Span
P PT.
LOAD (Ibs):
0
0
from left end: 0.0
Left
No. of MICROLAMS: 1
(ft): 8.0
A
B
psf)
(psq
F
G
(2) 2 x 10
(3) 2x 8
35
35
0
0
0
(1) 1 -3/4x
7.250
(2) 1 -3/4 x 5.5
fv (psi) @ d:
93
0
90
0
0
0
0
6000
231
168
fb (psi):
785
125
852
12
1740
1500
6960
6960 TL
2192
C 1.00
1904
ATL (in):
0.03
-
0.04
0
0
0.08
0.09
AD (in):
0.00
LOAD (plf):
0.00
1500
M (lb -ft):
13920
LL Red.(Y /N) ?: N
0.01
0.01
Span/A:
1884
1361
629
LL
549
Beam Selection ( A - F ): B
Comments
F1
USE:
(3) 2x B
P PT. LOAD (Ibs):
0
0
BM MARK: F2
No. of MICROLAMS: 2
Loads
Reactions (Ibs)
C
Span (ft): 6.3
DL (psf) LL (psf)
Red.LL
(p
trib ft
O
w TL (Plfl
wLL (PIS
Left
Right
3 -1/8 x 131/2
5 -1/8 x 101/2
Lu (ft): 2.0
-3/4 x 9
roof
25
35
35
0
0
0
563
563
DL
TL def. < U 240
roof /flr
15
125
125
12
1680
1500
4688
4688
LL
1833
LL def. < U 360
2263
floor
0
0
0
0
0
0
5250
5250
TL
C 1.00
0.01
wall /misc.
0
35
--
0
0
0
0.03
0.03
K: 1.0
span/A:
690
W UNIFORM LOAD (Plf):
1680
1500
442
M (lb -ft):
8203
LL Red.(Y /N) ?: N
Project Name: Project #: Initials: Date: Sheet:
DL
LL
Comments
P PT. LOAD (Ibs):
0
0
from left end:
No. of MICROLAMS: 1
C
F
G
3 -1/8 x 10 1/2
(1) 1 -3/4x 11.875
8 -3/4 x 27
tv (Psi) @ d:
173
259
9
fb (psi):
1714
2393
93
ATL (in):
0.11
0.12
0.00
AD (in):
0.01
0.01
0.00
span /A:
706
603
33587
Beam Selection (A - F ): F
F2
USE:
(1) 1 - 3/4x 1 1 7/8
L VL
BM MARK: F3
Loads
Reactions (Ibs)
Span
DL (psf) LL (psf)
trib (ft)
WTL (Plf)
WILL (00
Left
Right
(ft): 8.0
psf)
(psq
Lu (ft): 2.0
roof
25
35
35
0
0
0
960
960 DL
TL def. < U 240
roof/fir
0
0
0
0
0
0
6000
6000 LL
LL der< U 360
floor
20
125
125
12
1740
1500
6960
6960 TL
C 1.00
wall /misc.
0
0
-
0
0
0
K: 1.0
W UNIFORM
LOAD (plf):
1740
1500
M (lb -ft):
13920
LL Red.(Y /N) ?: N
DL
LL
Comments
P PT. LOAD (Ibs):
0
0
from left end:
No. of MICROLAMS: 2
C
D
E
F
G
3 -1/8 x 131/2
5 -1/8 x 101/2
6
-3/4 x 9
(2) 1 -3/4x 11.250
8 -3/4 x 27
fv (psi) @ d:
178
152
140
203
19
fb (psi):
1760
1774
1833
2263
157
ATL (in):
0.14
0.18
0.22
0.20
0.01
AD (in):
0.02
0.02
0.03
0.03
0.00
span/A:
690
533
442
472
15463
Project Name: Project #: Initials: Date: Sheet:
MIST
JOIST MARK: 2nd Floor Joists
Span (ft): 14.5
TL def. < U 240
LL def. < U 400
Spacing (in): 16
Bearing Type(h/w): h
Web Stiffner(y /n): y
Selection No: 7
C 1.15
DL (psI) LL (psQ WTL ( 00 WLL (Plf)
roof
15 125
186.7
167
floor
0 0
0.0
0
wall
0 0
0.0
—
misc
0 0
0.0
0
W UNIFORM LOAD (plf):
186.7
167
DL LL
P PT. LOAD (Ibs): 0 0 from left end: 0.0
Reactions (Ibs)
Left Right
145 145 DL
1208 1208 LL
1353 1353 TL
M (lb -ft): 4906
Va11— (lb): 1656 ALL(in): 0.42 4 0.47
M. 11 _ ( lb-ft): 7107 span /ALL: 418 span /ATL: 373
2ND FLDO JOIsTB USE: 11 -7 /8' TJI 3150 Q16 IN OC
edited WM2
Z
0
w c
Z y
L7
Z
WOOD STUD WALL DESIGN
ALL EQUATIONS BASED ON NOS, ALLOWABLE STRESS DESIGN
DESCRIPTION: 16' walls Loads to Wall:
Height, le (ft) : 16 DL LL trib w
deflection < U: 180
wind /seismic (W/Sy w
lateral load (psf): 20 (Due to Wind)
snow load? (Y /N): y
Lumber grade (1 thru 5): 2 ( DF No. 2 )
roof
20
35
17
935
floor
0
0
0
0
wall
0
0
0
0
misc
0
0
0
0
w (uniform load.) = 935 plf
CASE 1:
CASE 2:
NO OF KING STUDS
DL + snow + floor LL
DL + floor LL + wind
3
Le /d = 34.9 < 50 OK
fc (psi) = 55 < F.E (psi) =
394 OK
CD= 1.15
CD = 1.60
4
Fc' (psi) = 373
Fc' (psi) = 379
5
fc (psi) = 151 < Fc' OK
M (lb -ft) = 853
5
16
Fb' (psi) = 2153
6
fb (psi) = 1354
CSR = 0.75 < 1.0
OK
D (in.) = 0.910 =L/ 211
OK
TRIMMER:
KING STUD:
Trimmer supports only vertical load ...
King stud supports only bending ...
Pcap (lbs) = 3077
Mcap (lb -ft) = 1357
trib width capacity (ft) = 2.12
for M < Mcap
trib width capacity (ft) = 1.56
for D < 180 (governs)
16' walls USE: 2 X 6 @ 16 " O.C.
( DF No. 2 )
Framina at oneninas (unlpac nnfarl nfI% —,;— ......i.,....
OPENING WIDTH (FT)
NO. OF TRIMMERS
NO OF KING STUDS
5
1
3
8
2
3
10
2
4
12
2
5
13
2
5
16
3
6
Project Name: Project #: Initials: Date: Sheet:
9690d &=22
z
a
w -
Z y
E3 0
Z Z
WOOD POST DESIGN
DOUI3LAS FIR LARCH
ALLOWABLE STRESS DESIGN
ALLOWABLE LOADS (KIPS)
LOAD DURATION_ C_ e 4 AG
ALLOWABLE LOADS (KIPS)
LOAD DURATION- C_ e 4 nn
POST
UNBRACED HEIGHT OF POST, LE (FT)
ALLOWABLE
BEAM
BEARING
8
ALLOWABLE
POST
8
9
10
12
2.5
14
16
18
- -_
20
3.3
BEAM
BEARING
2x4 stud
25
21
17
12
09
-5:
*_
2 x 6 stud
6.4
5.9
5.3
4.2 3.3 2.6
2.1
1.7
n
_ .
3 :.2
2 x 6 stud
7.0
6.3
5.6
4.3
33 25
3.3
2.6
2.1
1.7
5
�.
4x8 no 2
143
117
97
6.9 5.1
°tna 2'0
°4
- --
5:2
4 x 4 no 2
7.1
5.7
4.7
3.3
2.5
6x6 no 1
248
230
4xtt2.
jjjj
9tt
4
5
qk .T. +. »
- --
- --
,2 y
�
___
77
. ..I.13
.l�y, ,,,✓<
-va� <,
- 3z' �•,.
2r., s.: .h` ..
..'E-
6x8 no 1
339
314
286
4
4x8 no 2
146
118
98
69
51
159
Mi
>.
6x6 no 1
274
250
224
176
138
109
88
72
_ .,
189
6 X nc 2 i}
6x8 no 1
373
34.0
305
240
188
...._...
14.9
-
12.0
9.9
25.8
ALLOWABLE LOADS (KIPS)
LOAD DURATION- C_ e 4 nn
POST
UNBRACED HEIGHT OF POST, LE (FT)
ALLOWABLE
BEAM
BEARING
8
9
10
12 14 16
18
20
2 x 4 stud
2.5
2.0
1.7
1.2 0.9 - --
- -_
___
3.3
-5:
2 x 6 stud
6.4
5.9
5.3
4.2 3.3 2.6
2.1
1.7
5.2
4x4 no 2
"
70
57
47
33 25
77•
C
4x8 no 2
143
117
97
6.9 5.1
°tna 2'0
°4
- --
15.9
q8 9
6x6 no 1
248
230
210
169 134 107
87
72
189
qk .T. +. »
� �;
,2 y
�
.l�y, ,,,✓<
-va� <,
- 3z' �•,.
2r., s.: .h` ..
..'E-
6x8 no 1
339
314
286
230 183 146
ain
119
98
258
-.. - .•��.•.I'l owe ni wean axis uenuing
Project Name: Project #: Initials: Date: Sheet:
ENGINEERED AND GLULAM POST DESIGN
DESIGN BASED ON NOS
LOAD DURATION. C- = 1-n
POST
UNBRACED HEIGHT OF PO ST, LE (FT)
8
9 10 12
14
16 18 20
3 1/2 x 3 1/2 PSL
7.2
6.1 5.2 3.9
3.0
--- --- --
7.2
6.1
5.2
3.9
3.0
12x PSL
14.5
12.2 10.4 7.8
6.0
---
g
3 1/2 x 117/8 PSL
26.6
22.4 19.1 14.3
11.0
12.2
A
7.8
6.0
---
---
5 1/4 x 9 1/2 PSL
41.0
41.0 41.0 32.1
25.6
20.8 17.3 14.5
1 TPA W
ppm ®r
5 1/4 x 14
45.9
45.9 45.9 42.0
37.6
30.6 25.3 21.3
Mi
W2
i M
4,- ""El V k
31/8 x 6 GL
12.4
10.0 8.2 5.8
--- ---
ft# y
t 7
3 1/8 x 9 GL
18.1
31/8 GL
17.9
14.4 11.8 8.3
14.5
3 1/8 x 12 GL
24.9
20.0 16.4 11.5
---
--- --- ---
3 1/8 x 12 GL
25.2
20.2
16.5
5 1/8 x 7 1/2 GL
51.4
45.9 40.0 29.9
22.7
17.6 14.1 11.5
a
- 5 , 1/8 x 10 1/2 GL . .
33.6
33.6 33.6 33.6
31.7
24.7 19.7 16.1
-
. .....
41 .4
30.4
22.9
-N6 3/4 x 6 GL
59.3
55.7 51.1 40.7
31.7
25.0 20.0 16.4
JR
- 2
63/4x9GL
92.4
88.9 84.2 71.5
57.7
46.3 37.4 30.8
33.6
A
�
24.8
19.8
1 6 3/4 x 12 GL
123.2
118.5 112.3 95.3
77.0
61.7 49.9 41.0
LOAD DURATION, r- = 115
POST
LINBRACED HEIGHT OF POST, LE
8
9
10
12
14
16
18
20
3 1/2 x 3 112 PSL
7.2
6.1
5.2
3.9
3.0
---
---
---
3 1/2 x 7 1/2 PSL
14.5
12.2
10.4
7.8
6.0
---
---
3 1/8 x 6 GL
12.6
10.1
8.3
5.8
"
Mi
3 1/8 x 9 GL
18.1
14.5
11.9
8.3
3 1/8 x 12 GL
25.2
20.2
16.5
11.6
a
J "
5 1/8 x 7 1/2 GL
55.5
48.4
41 .4
30.4
22.9
17.7
14.1
11.5
JR
V
5 1/8 x 10 1/2 GL
33.6
33.6
33.6
33.6
' k
32.0
24.8
19.8
16.1
ANN
AM
ic d
1 w
Project Name:
= r e:
� N
_ 0
W � L
z z
W ..: ' N
WOOD POST DESIGN
DOUGLAS FIR LARCH
ALLOWABLE STRESS DESIGN
ALLOWABLE LOADS (KIPS)
LOAD DURATION, C = 1.1
LINBRACED HEIGHT OF POST, LE (FT)
POST 8 9 10 12 14 16 18 20
ALLOWABLE
BEAM
BEARING
2 x 4 stud* 2.5 2.1
1.7
1.2
0.9
- --
- --
--
3.3
e XY t Gl*e' 5 t^ Y a4' x, S 1:, i. *f YV„
.:.
2 x 6 stud* 6.4 5.9 5.3 4.2
3.3
2.6
2.1
1.7
5.2
2 x 6 stud* 7.0 6.3
5.6
4.3
3.3
2.6
2.1
17
5.2
4x4 no.2 7.0 5.7 4.7 3.3
2.5
-
--
7.7
1eaR
' g-
''t.sl
wyE.'.:
4 x 4 no. 2 7.1 5.7
4.7
3.3
2.5
- --
--
- --
7.7
S "� z3oa"
'
R
.fi:F
'•l.Z$
15.9
....
6x6 f8&
4
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..3e.",.... _ _.. ... Y•5.•m. an
1 6 "w'; , ._,
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8:'
>66
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.18.6 ,,..
4 x 8 no. 2 14.6 11.8
9.8
6.9
5.1
--
18.9
--
15.9
-=- " v , w m" A 31^�
�'.z:: d`
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5¢ �+ L�
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gt�(S
.Y�.a. M1.
LY
(
J
"
6 x 6 no. 1 27.4 25.0
22.4
17.6
13.8
10.9
8.8
7.2
18.9
6x8 ...1.
na
�& --
°188,
..1� -.
,. 11:1< ..
;2
. 7--
28$
6 x 8 no. 1 37.3 34.0
30.5
24.0
18.8
14.9
12.0
9.9
25.8
, �£3>2 .
...:236 ...
a•, <,,,,. 3�2 :.. _ .
ALLOWABLE LOADS (KIPS)
LOAD DURATION, C = 1.00
UNBRACED HEIGHT OF POST, LE (FT)
POST 8 9 10 12 14 16 18 20
ALLOWABLE
BEAM
BEARING
2 x 4 stud* 2.5 2.0 1.7 1.2
0.9
- --
--
- --
3.3
Z F E
�0�
e XY t Gl*e' 5 t^ Y a4' x, S 1:, i. *f YV„
.:.
2 x 6 stud* 6.4 5.9 5.3 4.2
3.3
2.6
2.1
1.7
5.2
'p `S'A .3, _i1' a N 3 ✓ I'"/_A�i
2X"kTrr
s d 4
K .N
'C
:. £
4x4 no.2 7.0 5.7 4.7 3.3
2.5
-
--
7.7
1eaR
' g-
''t.sl
wyE.'.:
4x8 8 no. 2 14.3 11.7 9.7 6.9
5.1
- --
- --
- --
15.9
....
6x6 f8&
?
z
W
'T' W M
1 6 "w'; , ._,
•,>>
8:'
>66
5
.18.6 ,,..
6 x 6 no. 1 24.8 23.0 21.0 16.9
13.4
10.7
8.7
7.2
18.9
147
12fr..
.. 10: ..,.,j89„
,
, 7
'25:$ ;:
6 x 8 no. 1 33.9 31.4 28.6 23.0
18.3
14.6
11.9
9.8
25.8
*Wall sheathing braces stud in weak axis bending
Project Name: Project #: Initials: Date: Sheet:
edited 613102
Company JOB TITLE j title z N
_ o
Address
City, State JOB NO. _ _ _ SHEET NO. _ Z
Phone CALCULATED BY DATE �a o
W N
V. Wind Loads - MWFRS h <_60' (Low -rise Buildings) Enclosed /partially enclosed only
ONE 2: lessor of
.513 or 2.5h
2 is rue ga2ive
W l=
Kz = Kh = 0.91 (case 1)
Base pressure (qh) = 16.1 psf
GCpi = +/ -0.18
PAILPS.LFL IO
AE M-E
See code for Case B
diagram.
4� +trtbrn>�ac Immr
Edge Strip (a)
End Zone (2a)
Zone 2 length =
8.4 ft
16.8 ft
50.0 ft
Wind Surface pressures (psf) - use 10 psf minimum for zones 1 plus 4 and 5 plus 6
1
11.7
5.9
CASE
A
-4.3
-10.1
2
CASE B
-4.5
-8.2
Perpendicular 0 =
26.6 deg
Parallel 0 = Odeg
All Directions
-4.3
Surface
GCpf
w/ -GCpi
w / +GCpi
GCpf
w/ -GCpi
w / +GCpi
GCpf
w / -Gcpi
w / +Gcpi
1
0.55
0.73
0.37
0.40
0.58
0.22
-0.45
-0.27
-0.63
2
-0.10
0.08
-0.28
-0.69
-0.51
-0.87
-0.69
-0.51
-0.87
3
-0.45
-0.27
-0.63
-0.37
-0.19
-0.55
-0.37
-0.19
-0.55
4
-0.39
-0.21
-0.57
-0.29
-0.11
-0.47
-0.45
-0.27
-0.63
5
-9.8
-4.8
-10.6
5E
0.40
0.58
0.22
6
1
-4.0
-0.29
-0.11
-0.47
lE
0.73
0.91
0.55
0.61
0.79
0.43
-0.48
-0.30
-0.66
2E
-0.19
-0.01
-0.37
-1.07
-0.89
-1.25
-1.07
-0.89
-1.25
3E
-0.58
-0.40
-0.76
-0.53
-0.35
-0.71
-0.53
-0.35
-0.71
4E
-0.53
-0.35
-0.71
-0.43
-0.25
-0.61
-0.48
-0.30
-0.66
5E
0.61
0.79
0.43
6E
-0.43
-0.25
-0.61
Wind Surface pressures (psf) - use 10 psf minimum for zones 1 plus 4 and 5 plus 6
1
11.7
5.9
9.3
3.5
-4.3
-10.1
2
1.3
-4.5
-8.2
-14.0
-8.2
-14.0
3
-4.3
-10.1
-3.1
-8.8
-3.1
-8.8
4
-3.4
-9.2
-1.8
-7.5
-4.3
-10.1
5
9.3
3.5
6
1
-1.8
-7.5
lE
14.6
8.8
12.7
6.9
-4.8
-10.6
2E
-0.2
-5.9
-14.3
-20.1
-14.3
-20.1
3E
-6.5
-12.3
-5.6
-11.4
-5.6
-11.4
4E
-5.7
-11.5
-4.0
-9.8
-4.8
-10.6
5E
12.7
6.9
6E
-4.0
-9.8
MWFRS Simple Diaphraem Pressures (DS
Transverse direction (normal to L)
Interior Zone: Wall 15.1 psf
Roof 5.6 psf
End Zone: Wall 20.3 psf
Roof 6.3 psf
Longitudinal direction (parallel to L)
Interior Zone: Wall 11.1 psf
End Zone: Wall 16.7 psf
WINDWARD
OVERHANG WINDWARD ROOF
LEEWARD ROOF
p VERTICAL
BJ2 or :JO
TRANSVERSE ELEVATION
WINDWARD ROOF
LEEWARD ROOF
1 1 1 ! 1 1 1 1 ! 1
Windward roof overhangs: 10.9 psf (upward) add to windward VERTICAL
roof pressure U 2 or ZONE 2
Parapet
Project Name: ct #: Initials: -
Leeward parapet: -16.5 psf % pn = -1.1) LONGTr n'TAL E VATION
PES.Prb=ULax
IO RMIM!
CASE A - perpendicular
CASE A - parallel
Z �
w
o
z z
W / N
WIND DISTRIBUTION
LO Walton Residence (Dia 1)
Wind Speed: 90 Roof Press (psf): 6.3 Ridge Ht: 26
Exposure: C Wall Press (psf): 20.3 Eave Ht.: 12
Roof type (flattsloped): sloped
LATERAL LOADS:
Story heights: Ht. of Force Story force Cumlative force (plf)
Roof 14 ft @ 14.0 ft 230 pif 230 pif
Project Name: Project #: Initials: Date: Sheet:
edited 2/13/03
Teton Oncology
Date and Time: 9/14/2004 12:00:23 PM
MCE Ground Motion - Conterminous 48 States
Latitude = 43.8000, Longitude = - 111.8000
Period MCE Sa
(sec) ( %g)
0.2 051.1 MCE Value of Ss, Site Class B
1.0 016.4 MCE Value of S1, Site Class B
Rexburg, Idaho, United States
O
fD�
n
O
N
Q_
(D
(n
T
M
CD
L
0 mi 0.2 0.4 0.6
Co )yright O 1988 -2000 Microsoft Corp. and /or its suppliers. All rights reserved. http: / /www.microsoft.coaVStreets
• opyright 1999 by Geographic Data Technology, Inc. All rights reserved. O 1999 Navigation Technologies. All rights reserved. This data includes information taken with permission from Canadian authorities O Her Majesty the Queen in Right of
• opyright 1999 by Compusearch Micromarketing Data and Systems Ltd.
ED 0
Z z
W ml �.
'
, e4w-, G! &M - &kq
1
W1
a
' L �
TO-A19
Project Name: P roject #: Initials: l
--- n Dote: -.= L —1
Z
D
Z Z
W N
SEISMic LATERAL ANALYSIS
2000 International Building Code
Equivalent Lateral Force Procedure
PROJECT NAME: Teton Oncology
V:CsW Governs => C 5 : S /(R/1): 0.086
C 5 : SD i /(R/I)T: 0.379 (Max)
C 0.5S, /(R/1): (Min, S,equal or greater than .6
and in Seismic Category E or F)
C 0.044SDS I: 0.021 (Min)
I E (1604.5):
1.00
ap: 1
F a : 1.39
Seis. Use Group (1604.5 & 1616.2):
I
R: 5.5
F,,: 2.14
Seis. Category (1616.3):
D
Ct: 0.02
S DS : 0.4733
Site Class (1615.1.1):
D
acc (ult. strength): 0.086
S Di : 0.2344
SS:
0.510
acc (service load): 0.060
T: 0.112 sec.
S,:
0.164
=_> Fp:
Vbase: 29.1 k
Level Ht. (ft) Wt. (k) wi x hi
(elev.)
Roof 10.00 338.0 3380.0
Lat. Story Story Shear (k)
Force (k) Shear (k) ASD Design
29.1 29.1 20.4
Totals: 338 3380 29.1
(Calculation per IBC 1617.4.3)
Diaphragm Lateral Load Distribution
Level Ht. (ft) Wt. (k) Sum wix Sum Fix Fpx Fpx, ASD Design
Roof 10.00 338.0 338.0 29.1 32.0 22.4
Project Name: Project #: Initials: T. Sheet:
(Calculation per IBC 1620)
Elemental Pressure
(Ultimate)
(ASD)
Fp = 0.401 or 0.1
wall designed for the greater of
=_> Fp:
0.19 Wp
0.13 Wp
Fp = 400S or 200 pif
min. anchorage and diaphragm force
=_> Fp:
200 plf
140 plf
Fp = 1.2%
min. anchorage and flex. diaph. force (Cat C -F)
__> Fp:
0.57 Wp
0.40 Wp
or 200 plf
=_> Fpmin:
200 plf
140 plf
Project Name: Project #: Initials: T. Sheet:
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I SHEARWALL SCHEDULE I
1. WALL STUDS SHALL BE SPACED AT 16" O.C. MAXIMUM.
2. ANCHOR BOLTS TO FOUNDATION SHALL BE EMBEDDED 7 INCHES INTO CONCRETE. EXPANSION BOLTS OR
SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEPDOWN) PER
GENERAL STRUCTURAL NOTES.
3. A MINIMUM OF 2 ANCHOR BOLTS SHALL BE USED ON EACH SOLE PLATE PIECE. PROVIDE 1 ANCHOR BOLT
MINIMUM WITHIN 9 INCHES OF EACH END OF EACH PIECE.
4. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEAR WALLS UNLESS NOTED OTHERWISE ON PLANS
OR DETAILS.
5. BLOCK ALL PANEL EDGES WHERE INDICATED ON SCHEDULE. EDGE NAIL SHEATHING AT BLOCKED EDGES,
SEE TYPICAL SHEARWALL CONSTRUCTION DETAIL.
6. ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUBLE JOIST OR SOLID BLOCKING UNLESS NOTED OTHERWISE.
7. PRESSURE TREATED DOUGLAS FIR SHALL BE USED WHERE IN CONTACT WITH CONCRETE.
8. NUTS SHALL BE SECURELY FASTENED AGAINST SOLE PLATE. HOWEVER, NUT AND WASHER SHALL NOT BE
RECESSED INTO SILL PLATE.
9 ALL NUTS SHALL HAVE 3/16 x 2 x 2 PLATE WASHERS.
MARK SHEATHING MATERIAL
A 7/16" O.S.B. BLOCKED OF
SIDE OF WALL
7/16" O.S.B. BLOCKED ONE
C SIDE OF WALL FRAMING AT
ADJOINING PANEL EDGES
SHALL BE "(2)2X OR 3X
EDGE NAILING FIELD NAILING
8d AT 6" O.C. 8d AT 12" O.C.
8d AT 3" O.C.
8d AT 12" O.C.
BOTTOM
PLATE ATTACHMENT
5/8" DIA. A.B. AT 48" O.C.
16d STAGGERED AT 6" 0.1
r 'l3ZP��'
5/8" DIA. A.B. AT 14" O.C.
16d STAGGERED AT 3" O.C.
fg
7/16" O.S.B. BLOCKED ONE
E SIDE OF WALL FRAMING AT
ADJOINING PANEL EDGES
SHALL BE *`(2)2X OR 3X
7/16" O.S.B. BLOCKED BOTH
SIDES OF WALL, OFFSET
CC VERTICAL PANEL JOINTS TO
FALL ON DIFFERENT STUDS,
AT ADJOINING PANEL EDGES
SHALL BE 3X OR 4X
8d AT 2" O.C.
8d AT 3" O.0
5/8" DIA. A.B. AT 28" O.C. w/ (2) 2x SILL
PLATES
8d AT 12" O.C. 16d STAGGERED AT 2" OC OR
SDS1/4 "X4 -1/2" SIMPSON SCREWS @
5 "OC, (2)2x SILL PLATES
ell pW
5/8" DIA. A.B. AT 18" O.C. w/ (2) 2x SILL
PLATES
8d AT 12" O.C. I 16d STAGGERED AT 2" OC OR
SDS1 /4 "X4 -1/2" SIMPSON SCREWS @
3 "OC, (2) 2x SILL PLATES
Project Name: Project #: Initials: Date: Sheet:
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1- STORY WOOD SHEARWALL
LINE:
1
LINE:
2
Lateral Force:
230
plf
Lateral Force:
230
plf
Trib. Length:
28
ft
Trib. Length:
45
ft
Less due to geometry:
0
lb
Less due to geometry:
0
lb
p :
1.00
p :
1.00
Total Wall Length:
33
ft
Total Wall Length:
34
ft
Short Wall Length:
9
ft
Short Wall Length:
7
ft
Wall Height:
10
ft
Wall Height:
13
ft
Roof DL:
10
psf
Roof DL:
10
psf
Trib. Width:
3
ft
Trib. Width:
17
ft
Wall Weight:
10
psf
Wall Weight:
10
psf
DL factor:
0.9
DL factor:
0.9
Force:
6440
lb
Wall
Force:
10350
lb
Wall
Shear, V:
195
plf
A
Shear, V:
304
plf
B
Total O.T.M:
64400
ft *lb
Total O.T.M:
134550
ft *lb
Short Wall O.T.M:
17563.636 ft *lb
ft *lb
Short Wall O.T.M:
27701.471
ft *lb
ft *lb
Short Wall MR:
5265
ft *lb
Strap
Short Wall MR:
7350
ft *lb
Strap
Uplift:
1425
lb
STHD8
Uplift:
3012
lb
STHD10
LINE:
3
LINE:
4
Lateral Force:
230
plf
Lateral Force:
230
plf
Trib. Length:
37
ft
Trib. Length.
21
ft
Less due to geometry:
0
lb
Less due to geometry:
0
lb
p:
1.00
p:
1.00
Total Wall Length:
54
ft
Total Wall Length:
15.33
ft
Short Wall Length:
20
ft
Short Wall Length:
7.33
ft
Wall Height:
13
ft
Wall Height:
10
ft
Roof DL:
10
psf
Roof DL:
10
psf
Trib. Width:
17
ft
Trib. Width:
3
ft
Wall Weight:
10
psf
Wall Weight:
10
psf
DL factor:
0.9
DL factor:
0.9
Force:
8510
lb
Wall
Force:
4830
lb
Wall
Shear, V:
158
plf
A
Shear, V:
315
plf
B
Total O.T.M:
110630
ft *lb
Total O.T.M:
48300
ft *lb
Short Wall O.T.M:
40974.074
ft *lb
Short Wall O.T.M:
23094.521
ft *lb
Short Wall MR:
Short Wall M
60000
ft *lb
Strap
Short Wall M
3492
ft *lb
Strap
Uplift:
0
lb
NSA
Uplift:
2722
lb
STHD10
LINE:
5
LINE:
6
Lateral Force:
230
plf
Lateral Force:
230
plf
Trib. Length:
40
ft
Trib. Length:
35
ft
Less due to geometry:
0
lb
Less due to geometry:
0
lb
p :
1.00
p :
1.00
Total Wall Length:
28
ft
Total Wall Length:
39
ft
Short Wall Length:
4.5
ft
Short Wall Length:
6
ft
Wall Height:
10
ft
Wall Height:
10
ft
Roof DL:
10
psf
Roof DL:
10
psf
Trib. Width:
13
ft
Trib. Width:
12
ft
Wall Weight:
10
psf
Wall Weight:
10
psf
DL factor:
0.9
DL factor:
0.9
Force:
9200
lb
Wall
Force:
8050
lb
Wall
Shear, V:
329
plf
B
Shear, V:
206
pif
B
Total O.T.M:
92000
ft *lb
Total O.T.M:
80500
ft *lb
Short Wall O.T.M:
14785.714
ft *lb
Short Wall O.T.M:
12384.615 ft *lb
Short Wall MR:
2328.75
ft *lb
Strap
Short Wall MR:
3960
ft *lb
Strap
Uplift:
2820
lb
STHD10
Uplift:
1470
lb
STHD8
Project Name: Project #: Initials: Date: Sheet:
0 N
0
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Z Z
N
1- STORY WOOD SHEARWALL
LINE:
7
LINE:
8
Lateral Force:
230
plf
Lateral Force:
230
plf
Trib. Length:
14
ft
Trib. Length:
20
ft
Less due to geometry:
0
lb
Less due to geometry:
0
lb
P :
1.00
p :
1.00
Total Wall Length:
10
ft
Total Wall Length:
20
ft
Short Wall Length:
5
ft
Short Wall Length:
5
ft
Wall Height:
13
ft
Wall Height:
13
ft
Roof DL:
10
psf
Roof DL:
10
psf
Trib. Width:
3
ft
Trib. Width:
17
ft
Wall Weight:
10
psf
Wall Weight:
10
psf
DL factor:
0.9
DL factor:
0.9
Force:
3220
lb
Wall
Force:
4600
lb
Wall
Shear, V:
322
plf
B
Shear, V:
230
plf
B
Total O.T.M:
41860
ft'Ib
Total O.T.M:
59800
ft'Ib
Short Wall O.T.M:
20930
ft "Ib
Short Wall O.T.M:
14950
ft'Ib
Short Wall MR:
2000
ft'Ib
Strap
Short Wall MR:
3750
ft`lb
Strap
Uplift:
3826
lb
STHD14
Uplift:
2315
lb
STHD14
Project Name: Project #: n Date: Sheet:
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Project Name: Project #: Initials: Date: Sheet: