HomeMy WebLinkAboutCHECKLISTS - 08-00082 - Electrical WholesaleBuilding Safety Department 01
City of Rexburg
REXI3URG
w
19 E. Main janellh@rezburg.org Phone: 208.359.3020 ext326 R,mily Cnno,n,n;v
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
Office Hours: Monday -Friday 8:OOam-4:OOpm
Commercial/Multi Family Pre -Construction Checklist
Seismic Design Category — D Roof Snow Load — 35 lbs. per sq. ft.
(unless soil evaluation confirms category C) Wind Load — 90 MPH
Ground Snow — 50 lbs. per sq. ft. Frost Depth — 36"
The following items should be completed be otzyou submityour building permit application.
Completion ofa Building PermitApplieation. You may print this application from our website
Nx1vxv.rexbure.ore or pickup a copy at the City Annex Budding (address above).
Commercial Permits: (the following must be submitted with the Application)
❑ 4 sets of site plans and 2 sets of building plans stamped by a licensed professional
❑ Site plans and building plans in PDF format must be submitted after plans have been aooroved.
F9r Structural Calculations stamped by a licensed Engineer
Cf Energy Compliance Report: As per the 2003 IECC, a Compliance check must be completed and submitted
(the comcheck is available online at %y�vw.energycodes.gov). Please complete the envelope, mechanical
—/ & lighting sections.
LTJ Page 2 of the Application must include the Idaho Contractor's Registration Number or the exemption form
must be completed and signed. see Page 9.
❑ Page 4 of the Application must be completed and signed by your Plumber.
❑ Page 5 of the Application must be completed by signed by your Mechanical on rac or.
Gf Mechanical system sizing and design.
❑/ Page 6 of the Application must be completed and signed by your Electrician.
LJ Electrical layout must be included with the building plans. Plans will be reviewed by the electrical inspector
prior to issuance of the building permit.
mergency Services Construction Permit
Lld Lighting Plan
Electrical Permit, are now issued through the City of Rexburg. See Page 6 of the application.
Remodels If you are considering a remodel, a g= of the bid or estimate for the remodel must be submitted
with the Permit Application.
• 2 set of plans (may need IECC Review)
Additions — Same as new construction
Building Safety Department
City of Rexburg
19 E. Main jonellh@rexburg.org Phone: 208.359.3020
Rexburg, ID 83440 www,rexburg.org Fox: 208.359.3024
Site Plan Checklist
Permit Number:
CITY Op
REXBURG
America's Family Communig
Application Information
Applicant: 9G. Arr6-%N" `/u 2�oqM/.) td n tiPhone: S�• 19) L FAX: 3,1,9, - 17 95,-
Applicant's
5Applicant's Address: qq0 ;&,y, p wx City: SF ST: \D Zip: A34DI
Project Address: S -r r of a t: �A e
Recorded Owner: j ,O D f L U� I LLf, Phone: 535 _ I tl o1, FAX:
Recorded Owner Address: '70(p �'2�D City: T F ST: _ fin_ Zip: 93 3 yon
Development Information
:W/ . Site plan must be drawn to scale, be legible and also be submitted electronically if possible.
rj 2. Adjoining streets labeled.
Gra. Right-of-way location and width, curb to curb widths and sidewalk location.
d4. Building location, sq footage and dimensions, with distance to property lines and distances
/ between buildings.
26. Show existing and proposed easements.
❑ 6. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains).
❑ 7. Proposed utilities including tie in location to existing services and new easements.
. Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins).
f1Storm drainage plan for parking lot and roof areas, with calculations.
0. Fire hyd ants and fire suppression lines (including tie to City lines).
1J Sprinkled ❑ Not Sprinkled
❑ 11. Indicate Fire apparatus access.
&rl2. Parking (including parking lot, drainage arrows, dimension of lot, distance between rows, and total
numbers).
Gd I . Landscaping (type and total area, including dimensions).
f_9/14. Trash facilities.
V6. North Arrow
. Drawing to Scale, including a graphic scale (11 %x x 17" paper if possible).
7. Proposed street improvements (curb, gutter, sidewalk, pavement, etc.)
1118. Legal description of proposed building site included.
❑ 19. Percent of lot covered by building or paving calculated.
E'�20. Show 10% snow storage area.
❑ 21. Distance of entrances from street corner indicated.
❑ '2. Current Vicinity Map. (81/2 x 11") at 1" = 300' scale, showing location of the property.
x'23. Lighting Plan
NOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROJECT WILL BE
PLACED ON THE PLANNING & ZONING AGENDA. -�D
Nielson l Bodily& Associates PA
jD aZArchitects
TRANSMITTAL
990 Jahn Adams Parkway • P.O. Box 2212 - Idaho Falls, !D 83403-2212 • Telephone 208/522-8779 • Fax 208/522-8785
Date: February 15, 2008
Subject: Electrical Wholesale Supply
Co. - Rexburg
TRANSMITTED HEREWITH:
To: City of Rexburg
Safety Building Department
19 E. Main
Rexburg, Idaho 83440
Copies
Description
1
Commercial/Multi Family Pre -Construction Checklist
1
Site Plan Checklist
1
Application
1
Lighting Compliance Certificate
1
Mechanical Compliance Certificate
1
Structure Calculations
1
Check No. 13668 in the amount of $1,000
2
Sets of Specs
4
Sets of Site Plans
Remarks:
Nielson Bodily & Associates PA
q T a A
Marci Serr
Z.m
Plan Checklist for the-248TInternational Building Code
Name of Project: rmf ON &z90 �Z
USE AND OCCUPANCY
1.
2.
3.
a
0
Classification as per Sections 302.1 & 303 thru 312 S1 No7 SZ
Incidental use areas see Table 302.1.1-
Identify if mixed occupancy exists. Yes or No If no then skip #3 below.
Accessory Space (10% or under)
Nonseperated Mixed Occupancy as per Section 302.3 1 X
Separated Mixed Occupancy as per Table 3!02;,t2,A Identify on plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating
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'
Covered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 405.
Motor Vehicle Occupancies, see Section 406. I-2 Occupancies see Section 407. I-3 Occupancies
see Section 408. Motion Picture Projection Rooms see Section 409. Stages and Platforms see
section 410. Special Amusement Buildings see Section 411. Aircraft Related Occupancies see
Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H -
Occupancies see Section 415. Application of Flammable inishes see Section 416. Drying Rooms
see Section 417. Organic Coatings see Section 418.
- NoT&b
HEIGHT AND AREA
1. Area, First Floor 7 B 77 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)( No
4. Buildings on same Lot? Yes_ No If no then skip 95 below.
5. Regulated as Separate r Regulated as one Building as per Section 503.1.3
6. Height modified as per Section 504. Yes_ No iC If yes , sprinklers are required.
7. Area modified as per Section 506. Yes No iceIf yes use the area provided below to
calculate increase.
Total Area Allowed after Increase I 14 Area Shown on Plans
8. Zero Lot Line Buildings see on 705. For Mezzanines see Section 505. Unlimited Area
Buildings see Section 507.
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
2.
3.
4.
5.
.11
13.
14.
15.
16.
17
18
19.
20.
21.
22.
23.
24.
25.
26.
Identify the Type of Construction as per Section 602
Check allowable material for Type I and II buildings as per Section 603
Table 601 — Identify Building Element Ratings A -11 -
Table 602 — Identify the Fire Resistance Ratings of Exterior Walls
Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section
704.8. 1) _X
Projections meet requirements of Section 704.2 `Y
Check for window vertical exposure from roof below as per Section 704.10
Check that Parapets are not required as per Section 704.11 it
e Firewalls used or required? Yes No X If no, skip 410 below.
C ck Firewalls for Structural SVEcrior
Fire Resistance Rating as per Table 705.4
Ma of Noncombustible Materept Type V) Horizontal Continuity Vertical
Contin 'ty Connection to Walls as per Section 705.5.1 Extend to
Horizont Projecting Elementsection 705.5.2 Openings (no windows) as per
Section 70 8 Check that
Air
in Hennes in Firc4o
Are Fire Bar
#12 below.
Check Fire I
used or
of wall._ Maxim
Penetrations meet the
the requirements of S
Are Shaft Enclosures
Shaft Enclosures /hs
Are Fire Partition
Check Fire Partiti
meet requirements of Section 712 Ducts and
meet requirements of Section 705.11.
'(as required by table 302.3.2) Yes_ No If no skip
>r str ctural stability as per Section 706.4._ Openings limited to 25%
ening size of 120 sq. ft. (unless sprinklered) Check that
r uirements of Section 712._ Ducts and Air Transfer Openings meet
e ti 712 and 716.
sed required? Yes_ No If no then skip #14 below.
t the req 'rements of Section 707.
ed or requi d? Yes No If no then skip #16 below.
for Str
units that are spn lered are allowek 1/;
Penetrations me t the requirements o
the reauirements of Section 712 and 71
fility and Continuity as per Section 708.4. --
Dwelling
hr. separations versus 1 hr. Check that
ection 712._ Ducts and Air Transfer Openings meet
Fire Rated Ce' ing Panels meet requireme s as per Section 711.3.1.
All Penetrat ns in Fire Resistive Walls and orizontal Assemblies meet the requirements of
Section 71 .
Fire Resis ve Joint Systems meet the require\715.4
ection 713.
Doors an Shutters in Fire Resistive Assemblhe requirements of Table 715.3.
Fire Do an/
are Self Closing.
Fire Windows or Glazing conform to Section Table 715.4.
Fire and Smoke Dampers conform with Secti
Fire Blocking and Draft Stopping is provided as per Section 717_ (Draft Stopping is not
required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and qqot
required if in sprinklered building with sprinklered concealed spaces) W t 90feujhao ,
Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803. i( 4JNS
Floor Finish meets requirements of Section 804"
FIRE PROTECTION SYSTEM
1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements?
Yes No DO If no skip #2 below. /�
2. List the type of system that is required
3. Other requirements requiring Fire Prot tion Systems (check if needed):
Group A (As per Section 903.2. 1)
Group E (As per Section 903.2.2)
Group F-1 (As per Section 903.2.3)
Group H (As per Section 903.2.4)
Group I (As per Section 903.2.5)
Group M (As per Section 903.2.6)
Group R (As per Section 903.2.7)
Group S-1 (As per Section 903.2.8)
Group S-2 (As per Section 903.2.9)
All Buildings except R-3 and U (As per ection 903.2.10)
Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1AI
Commercial Cooking Operations (As per Section 903.2.12.2)--A
As per Table 903.2.13 .4
4. If Sprinklers needed as identified in #3 list type of system required. Al -IAL
5. If Sprinkleequired by any of the above, Are Monitors and Alarms provided as per Section
903.4? /�
6. If an Alternative 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_)r if no then skip #8
below.
8. Do Alarms meet the requirements listed in Sections 907 or 908?
9. Is smoke control quired?(as per Sections 402, 404, 405 or 410) Yes No 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.
2. Any protruding objects meet the requirements of Section 1003.3.
3. The occupant load shown on plans. & % P-14. The occupant load as per calculated by Table 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. 30'
8. Multiple means of egress sized so that the loss of any one mea - of egress shall not reduce the
available egress capacity to less than 50% of total required. 9
9. Door encroachment does not reduce the required egress width to less than 50% required.
10. Means of egress is illuminated as per Section 1006.
11. Illumination emergency power is shown for means of egress as per Section 1006.3. u
12. An enclosed exit stairwA�p
hown. Yes No if no, skip #13, #14 and #15 below.
13. Enclosed stairway hof refuge(as per Sec ion 1007.6).
14. Area of refuge has - unications, instructions and is identified as per Sections 1007.6.3,
1007.6.4 and 1007.6. .
15. Door clear widths area minimum of 32". Except as allowed by exception of Section 1008.1.1. X
16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy.y�
17. Specialty doors meet the requirements of 1008.1.1K
18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5.4 _
19. Thresholds are identified as a maximum of 1/2" high, for swing doors and 1/4" for sliding doors as per
Section 1008.1.6.
20. Space between two oors is less than 48"(except R2&R3 non Type A units). X
21. Locks and latches meet requirements of 1008.1.8. 4'
22. Panic hardware is shown at required locations (Section 1008.1.9).
23. Does a stairway exist. Yes Nom(no, skip #24 thru #28.
24. Stairway doors do not open over stairs/
25. Stairways a��aminimum of 44" wide(except where occupant load is 50 or lessor as per Section
1009.1).
26. Maximum riser is 7 inches and minimum tread is 11 inches. /Y 1
27. A landing is provided at the top and bottom of each stairway. /(/#J
28. Maximum vertical rise without a landing is /
29. Handrails are identified that meet the requirements of Section 1009.11
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.
33. Exit signs are spaced no more than 100' apart or to the door._X
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 interveni g spaces unless the space is accessory to the area served and
the intervening space is not hazardous/qq
37. If multiple tenant spaces exist, egress from any one does not pass through another.-#-Ik
38. Length of common egress travel does not surpass requirements as per Section3.3. fl
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2.
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 spa3e,
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,�-Q-.
43. Refrigeration machinery rooms and refrigerated rooms 9ver 1000 sq. ft. have two exits.
44. Stage means of egress comply with Section 1014.6._ �
45. Exit Access travel distance meets requirements of Table 1015.1. �4
46. Exterior exit balconies constructed in accordance with Section 1015.3 have 100' added to their travel
distance.
47. Corridors are rated as per Table 1016.1. 0#1k-
48. Corridor widths meet requirements of Section 10 16.2.
49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F.h4--
50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. -AA/
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
-3
52. Buildings with one exit meet the requirements of Section and Table 1018.2 /
53. Interior stairwells required as a means of egress met the requirements of Section 1019
54. Space under stairs is identified as 1 -hour rated
55. Exterior ramps or stairs are open on one side and have a minimum of 35 sq. ft. of open space not less
than 42" above any floor level. ' 1
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 1 pt lines and other buildings on the lot.>C
58. Egress courts meet the requirements of Section 1023.5.
59. Assembly occupancies meet the requirements of Section 1024.�i�-
60. Window egress or better is provided in every sleeping room and any habitable basement.
61. Vestibule is provided as per Section 802..6 of the International Energy Conservation Coder
n� %,rsc. 1cmrc0o�,Cl N� lam,,#*
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).
2. In addition to the required accessible entrances, 50% of all public entrances are accessible.-)(-
3.
ccessible.3. Accessible parking is provided as per Table 1106.1. �K
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 i provided on shortest route from accessible parking to the accessible
building entrance.
7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5.'
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 desigrlGtps Type B units as per ICC/ANSI 117.1 unless on a upper level without
elevator service.1 U /'
10. Where more than 20 apartment unit, one level town homes or condos are locatedlin 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 as 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 u ancies where audible
communications are integral to the use of the spacenn //
13. Any Assembly occupancy performance area has an accessible route per Section 11084? _
14. Any dining area in an Assembly Occupancy is fully accessible. --&-/e
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 Section 1109.2.
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1.Ak
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).
20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8.
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1/150 of the floorsp a or 1/300 with vapor barrier./�
2. 50% of the attic ventilation is 3 ft. above eaves. . /%%
3. Crawl space ventilation complies with Section 1203.3. /(//%
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.�t//
7. Natural or Artificial light is provided that meets the requir ents 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
10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area
11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft.
12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0".
13. Attics and crawl spaces have access openings as per Section 1209__�4_.
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. is
2. Water resistant barrier shown on sheathing as per Chapter 14. /
3. Masonry veneer is flashed at bottom and has weep holes as per Section 14 5.3.2._A/A
4. Masonry veneer shall be mechanically attached as pe Section 1405.5.
5. Stone Veneer is anchored as per Section 1405.6.
6. Sidings shall be applied as per Section 1405.E
7. Fire separation distance for combustible veneers(siding) meet that of Table 14062.1.2.L%,Q.
8. Balconies that protrude shall meet the requirement of Table 601 for floorsA.
9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407.
10. Roof coverings meet the requirements of Table 1505.1.
11. Double underlayinent 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) 4 all asphalt roofs is
provided from the roof edge to 24" inside of the inside of the exterior wall
13. Drip edge metal is provided along all roof edge. V
14. Metal roofs meet the requirements of Section 1507.4. i0�
15. Built-up roofs meet the requirements of Section 1507.10.
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 #nd 1507.13._
17. All other roofing types meet the requirements of Section 1507
18. Buildings with roof drains have drains designed and sized as per UPC 1105.0.
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, grgynd 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.__�74�
b. Roof live load as per Section 1607.11.
C. Roof Snow load, including the flat roof snowoad, 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.
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 res onse
coefficients, response modification factors and theanal sis procedure used.
4. Flood zone is identified(if in flood zone see Section 1603.1.6)
5. Design of floor liv loads in access of 50 lbs per sq. ft. also identify that signs must be posted as per
ection
S 1603.3.
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. X
8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a
certificate of compliance as per Section 1704.2
9. Special inspections are identified for welding.
10. Special inspections are identified for high strength bolting.'p-MV
11. Special inspections are identified for concrete construction except as excluded by Section
1704.4.40*0
12. Special inspection are identified for masonry as per Section 1704.5. 060
13. Special inspections are identified for fills greater than 12" deep whereR load is applied. X
14. Special inspections are identified for all pier and pile foundations
15. Special inspections are identified for sprayed on fire resistance aplications. 09.4-
16. Special inspections are identified for smoke control systems. N24
17. Quality assurance plan for seismic resistance is provided (exce t 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. Structuy Aaobservations as per Section 1709 are identified for structures in Seismic Use Groups II or
III. �l
20. Truss Details provided or noted to be provided prior to frame inspection. ._JOGbAW
6YO11f YMIX116102I 17MITCOMf.`l
1. Allowable soil foundation bearing pressure (as per Table 1804.2). )d
2. A soil investigation is required per the requirements of Section 1802.2 where questionable soils
such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these
conditions exist? Yes No JK If yes, are the necessary soil reports provided? Yes_ No
3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% f natural surfaces.
4. Information provided as per Section 1803.5 for any structural fill
5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. $.) are 36" below grade
for frost protection. X
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 a 'scent street gutter (unless a drainage path is
identified and approved by the building official).
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 1805.5j.
10. Except for Group R and U occupancies of light framed construc PPnof seismic design D and less
than 3 stories in hieght, concrete is a minimum of 3000 p.s.i.. Al;&
11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5.A.,
12. Foundation dy�jnage system or water -proofing (Section 1807.3) is provided where water table
warrants.
13. Damproofing shown under slabs as per Sectiog 1807.2.1.
14. Damproofing shown for foundation walls
15. Minimum of 4" of gravel is shown under all slabs.
16. Foundation dr 'n is installed (except in well -drained gravel areas) as per Section 1807.4.2 and
1807.4.3. /a
17. Piles meet requirements of Section 1808, 1809, 1810 and 1811. n/�
18. Piers are a minimum of 2' wide and meet requirements of 1808. 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. .b
2. Structures assigned to Seismic Design Category D contain a statement identifying if slab -on -grade is
designed as a structural diaphragm. 0
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 construction documents identify size, grade, type and location of reinforcement, anchors
and wall ties as per Section 2101.3.
5. Masonry fireplaces have minimum 12" thick footings tder than masonry.
6. Masonry fireplaces have seismic reinforcement and anp Section 2111.
7. Masonry fireplaces meet design requirements of Secti able 2111.1.
8. Masonry chimneys shall meet requirements of Secti 210
WOOD
1. Truss drawings identify requirements as per Section 2303.4.1.
2. Joist layout plans are provided. Engineered products have computer layout.
3. Floor and roof sheathing meets requirements of Section 2304.7
4. Connections and fastening meet the requirements of Table 2304.0.1.%q-
5. Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or copper. ')C
6. Wood framing members above foundations are 8" (min.) above soil. �O
7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3:1 for unblocked.
8. Shear wall aspect ratios meet the requirements of Table 2305.3.3. x
9. Shear wall design meets requirements of Section 2305.3. /V
GLAZING
1. Glazing in pool, sauna, hot tub, steam room, bathtub or shp)✓er enclosures (unless over 60" above
standing surface) is safety glazing as per Section 2406.
2. Glazing within 24" of door (unless over 60" above standing surface) is safety glazing as per Section
2406.
3. Glazing greater than 9 sq. ft., bottom below 18", top above 36" and 36" from walking surface is
safety glazing as per Section 2406.E
4. Glazing in guards and rails is safety glazing as per Section 240
5. Glazing next to stairways, landi gs and ramps (unless over 60' above standing surface) is safety
glazing as per Section 2406
1. Number of plumbing fixtures shall meet the requirements of Table 2902.1. )G
2. Separate toilet facilities are provided for spaces with 16 or more employees, or combination of
employees and customers (except for mercantile occupancy with occupancy of 50 or less). %4
3. Public toilet facilities are provided as per Section 3902.6.
4. Elevators meet the requirements of Chapter 30.104
5. Pedestrian walkways meet the requirements of Section 3104.
6. Awnings and canopies meet the requirements of Secti n 3105..E
7. Marquees meet the requirements of Section 3106
8. Swimming pool enclosures and safety devices meet the requirementsection 3109.
9. Protection for pedestrians meets the requirements of Section 3306./
10. Existing structures meet the requirements of Chapter 34.-40„