HomeMy WebLinkAboutCHECKLISTS - 06-00413 - Citizens Community Bank & Mobile StructurePlan Checklist for the 2003 International Budding Code
Name of Project:_ (�7�7�
USE AND OCCUPANCY
1. Classification as per Sections 302.1 & 303 hni I 17_
2- Incidental use areas see
3 • identify if mind Occup
3.4
4.
Table 302.1.1 0~�,��
Lncy exists• es or No If no then skip #3 below.
Accessory p e �(1 %or under}
Nonsepar t d x Occupancy as per Section 3U2.3.1
Separate c ancy as per Table 3Q2.3.2 Identify on plans Fixe Barrier Walls and/or
Horizon 1 s Z es including the rating
If Asse bl 4c pancy xisfs, is it 750 sq. ft. or less as per Section 303.1 or fess than�50 occu ants
as per Section 303. 1,1p
Covered Malls, see Section 4Q2. Atri see Section 404, Underground Buildings see Section 405.
Motor Vehicle Occupancies, see ect'o 40 1-2 Occupancies see Section 407. I-3 occupancies
see Section 40$. Motion Pictur r e io ooms see Section,409. Stages and Platforms see
section 410. Special Amusem, i in e Section 411. Aircraft Related Occupancies see
Section 412. Combustible St r g s e S e on 413. Hazardous Materials see Section 414. H -
Occupancies see Section 41 zcat'on of Flammable Finishes see Section 416. Drying Rooms
see Section 417.. Organic oatxngs see Section 418.
HEIGHT AND ARBA
1. .urea, First Floor 50,-0163 OC), Second Floor
2. Area meets requirements as per Table 503.(Basements ne � Thixd Floor
ed not. be included as per Section
5 03. 1. 1 ) Yes>� No
3. Height mets requirements as per Tabic' 503. Yes No
4. Buildings an same Lot? Y s N o � If no then skip #5 below.
5- Regulated as Separate �� or Regulated as on�e Building as per Section. 503,12�li
G. Height mod�f ed as per Section 504, Yes No - �
�C If yes ,sprinklers are required.
7. Area modified a� per Section 506. Yes No If yes use the area provided below to
calculate increase.
Total Area Allowed after Increase-, Area Shown on Plans
8. Zero Lot Line Buildings gee Septi n 705,
Buildings see Section 5(]7, ��,
For Mezzalln"nes see S�t;tion SQS. Unl-Imited Area
TYPES OF CONSTRUCTIONAND FIRE RESISTANCE.
1.
2.
3.
4.
5.
6.
9.
10.
Identify the Type of Construction as per Section 602
OL 1-11 1
a Iuwaoie ma: erial nor _Lype I and II buildings as per Section 603 -,)('-
Table 601 - Identify Building Element Ratings
Table X02 -Identifthe FiRif E
0 ngs oxterior Walls4P-
check ags in Exterior Walls four compliance with Table 704 8.(If sprinklered, see Section
704.8.1)71
Projections meet requirements of Section 704.2
check for window verticil exposure from coat below as per Section 7Q4. 10 �✓�
Check that Parapets aye not required as per Section 7a4. 11 )r,
Are Firewalls used or required? Yes NO�� If no, skip # I 0 below.
Cbeck Firewalls for Stri4c rad Stab'lity Fire Resistance Rating as per Table 7Q5.4
Made of Nonco s � aierials(except Type �V} Horizontal Continuity Vertical
Continuity nn ct'o to Exterior Walls as per Section 705.5.1 Extend to
Horizontal Pr pec i g 1 as per Section 70,5.5.2 Openings (no windows) as per
Section 705 c that Penetrations meet requirements of Section 7I2 Ducts and
l lex
1 Lal13 1 "Pcimlgs
in
r irevvali meet requirements of
Section
705.11.
Are
Fire BatTimers 11�P�
n,�
,-p�,,,�rP�a9_
- -
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
��Gl�lAIiGU Uy Laoie .���.3.�) Yeses 1�Io
#12 below. If no skip
-�
Check Flare Barriers for structural stability as per Section 715,4. Openings limited to 25%a
of wall.-> Maximum opening size of 120 sq. ft. (unless sprinklered) , Check that
Penetrat'
Ions meet the requirements of Section 712. �Ducts and Air Transfer Openings meet
the requirements of Section 712 and 716. )(
Are Shaft Enclosures used or arequl'red? yes No�r, It no then skip # 14 below.
shaft Enclosures meet the requirements of Section 7Q7.
Are Fire Partitions used or required? Yes Na � If no then. slip # 16 below.
Cheek Fire Partiti fo Structural stability and Continuity as per Section 708.4. Dwellingunits that are spr erd re allowed %2la��. separations versus 1 hr. check that
Penetrations m e he cements o� Section 712. Ducts and ,Air Transfer Openins meet
the requirem ts of e tion 712 and 716.. - g
Fire Rated Ceiling Panels meet requirements as per Section 711.3. 1.
All Penetrations in Fire Resistive % a11s and Horizontal Assemblies meet the requirements of
Section 712,
�
Fire Resistive Joint Systems meet the requirements of Section 7 13. , ,Z-
Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 715.3
.
Fire Doors are Self Closing. rtvl
Fire Windows or Glazing conform to Section 715.4 and Table 7I5.4.
Fire and Smoke Dampers conform with Section 716. ���
Fire Blocking and Draft St
opping is provided as per Section 717_x_(Draft. Stopping is not
required at partition dine in dwelling units with combined space of less than 3000 Sq. Ft and not
required if 'in sprinklered building with sprinklered concealed spaces
Wall and Ceiling Finishes meet the requirements of Table 8Q3.5 and. Section 803
YL
Floor Finish meets requirements of Section $44.X` le
FIRE PROTECTION SYSTEM
1. Is a Fire ProtectiQn,System required for this buimldi�ncy in nrcipr tn "iin + L __ •
2.
I
4.
Yes Na If no skip #2 below. -------� �_� ��u.�l �„ 11A�Lti CU kwa, UlgllL UW. requirementsY
List the type of system that, is required-Zf / '44-_ ; / 1_1*__
Uther requirements requiring. Fire Protection Systems (check if need Pd)
�� V up r �Ab per 3ecr1on qU
Group E (As per Section 90J
Group F-1 (As per Section
Group H (As per Sec n 9
Group I (As per Sec, o 9
Group M (As per Section
a
3
5)
�r
3.2.6)
UrOUP K (As per Section 903.2.7)'
Group S-1 (Asper Secti n 903.2.8)
Group S-2 (As per Seci'on 9+03.2,9}
All Buildings except 1 1; 3 and U (As per Section 903.2.1 a
Ducts conveying Hazardous Exhausts (As per Section 903.2.12. t )
Commercial Cooking Operations (As per Section 903
.�..12.2)���
As per Table 903.2. 13-4L",
If Sprinklers needed as identified in #3 list tune of systern rp iiirizkri ,:: /.�
5. Yf Sprinklers required by an
903.4?
6. If an Alternative u om
Section 9049
7. Are Fire At
below.
8. I]o Alarms
9. -is smoke co
Sections gro
reoij
autred
the above Are lUlonitors and Alarms, provided as per Section
0 -
tc ire xfingu'shing System's identif ed
does I meet the requirements of
.r
�f
eet t reuir
U
r
S prey ectl'ons 907 or 908? Yes
'
...I�Znn S s listed in Sections 907 or 908?
No if no then skip #8
trol r Aui eV(/,s pqr Sections 402 404 405 410
l If yes, see
W
10. H OccupaAcies may require smoke and heat V S as per Sectians 4 1 5.6 and 410.
MEANS OF EGRESS
1. Minimum height of 7'as per Section 1 0012.
__ Ar
2. Any protruding objects meet the requirements of Section
3. The occupant load shown on plans. -)(
1003.3. /�� `'
4. The occupant load as per calculated by Table 1004.1.2. � a�-
5.
Occupant load posted in every assembly occupancy as per Secizon 1004.3.
6. Egress width is identified onplans.� �
-A- ,-3
7. Egress width meets requirements as calculated per Table 1005. 1.
S. Multiple means of egress sized so
that the loss of any one means of egress shah not reduce the
available egress ca--%-&,%acitto less than S0�/o f total p y required,_
9. Door encroachment does not -reduce the required egress width to less than 50% required.
�'
10. Means of egress zs illuminated as per Section 1 006.
I I .Illumination emergency power 1* s shown for means of egress as per Seetxon l O
1 2. An enclosed exit stairway is shown. Yes No
if no, skip # 13, 4 1 4 and # 1 5 below_.
1 3. Enclosed stairway has an area of refuge(as per Section 1 007.6).
,,�,._
14. Area of refuge has 2 -way coPIMunications, instructions and is identified as per Sections 1 007.6 .3
1 007.6.4 and 1007-6.5.-4LJA�L.
I I
15. Doorclear widths are a minimum of 3 2". Except as allowed by exception of Section 1008, L1,
16. Iswing in the direction of travel where serving 50 or more persons or in a H occupancy,��
17. Specialty doors meet the r
equixements of 1008.1.3.,f`
18. A11 egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1-5.
19. Thresholds ars identified as a maximum of %2" high, for swing doors and3/4" for sliding doors as per
Sect'on 1008.1-6.
20. Space between two doors s less than 48"(excent R2&R 3 non Type A u.taits}.�
21. socks and latches meet requirements of 1008.1.8.
22. Panic hardware is shown at required locations {Section 1008. 1.9).
_)(
23. Does a stairway exist. Yes No , If no, skip #24 tb-ru #2 8.
24. Stairway doors da not open over stairs. �
2 5. Stairways are minimum of 44" wide(excep# where occupant load is 50 or less or as per Section
1009.1 }.
Z6• Maximo rl*�e i 7 inches and minimum tread is I I inches,
27. A landia� �`� o �' at the top and bottom of each stairway..
28. 1 , rt' a rise without a landing is 12'.
2 9, Handra s e identified that meet the requirements of S
ection 1009. 1
30. Hreturn to walk, etc. or are continuous to next stair handrails
3 1. Elevation change of over 1124 is designed as a ramp as per Sec ion 1010
32. Exit signs are xdenilfied when over 2 d�vrs are required for exiling.
33. Exit signs are spaced no more than 14(i' apart or to the door.a
34. 4.2" guardrails are shown whenever a walking surface is over 34" above grade�.'� .
3 5. Any roof mechanical equipment within 10' from edge has a guar
d
rail shown.
3 6. Egress does not pass through intervening spaces unless the space is accessory
the intervening space is not hazardous.1'
t area served and
37. If multiple tenant spaces exist, egress from any one does not pass through anoth�r..�-�,�
38. Length of common egress travel does not surpass requirements as per Section 13.3.,x"'
3 9. Requiredegress aisle adjacent to tables shall comply with Section 1D 13.4.2.
4Q. S aces 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, & 1-1-3 - 3 acc.
C. Occupancy H-4, H-5, I- 1, I-3, I-4, &.R -- lil occ.
d. Occupancy S - 30 occ.
41. where two or more exits are required, they are a tninimum of 1/z the diagonal distance of the sace
served apart or where the space is served by an automatic sprinkler system, tie distance is 1/3 P
42. If boiler or furnace rooms over 50Q sq. ft. with btus over 400,,000, two exiis are provided
43. Refrigeration machinery roarooms and refrigerated rooms over
sq. ft. have two exits���
44• Stage means of egress comply with Section 1a14.6. Z�-'A`.�
45. Exit Access travel distance meets requirements of Table 10 15. 1.
4b. Exterior exit alconics constructed in accordance with Section 10153 have 100' added to the
ir travel
distance,,�,..--
47. Corr idors are raced as per Table 10 16. I . 48. Corridor widths meet requirements of S ection 1 4 16.2. ,
49- Comdor dead ends are less tan 20' or SQ' for sprinklered occupancies B and F. A/ �
SU. Corridor not used as plenum unless in a tenant space of less than51 . The m%nimum number of exits for occu ant Toad meets the 1000 s�, ft*
P following:_
1-500 requires 2 exits
5 0 1 -1000 requires 3 exits
More than 1000 requires 4 exits
El
N
SZ. Buildings with one exit meet the requirements of Section and Table 10 18
53. Interior stairwells requzxed as a means of egress meet the 54. Space under stairs is identified as 1 -hour ra ed. ' requirements of lection 1019
.:
55. Exterior ramps or stairs are open an one side and have a minimum of 35 sq, ft. of open space not less
than 42" above any floor level. , f - -
'
56. Exterior ramps and stairwat)—
ys are projected from the inside of building as per Section 1X22.6. jV
5 7. Exterior balconies, stairways and ramps are over 10' from lot 11"
es and other buildings an the lit.
58.. Egress courts meet the requirements of Section 1X23.5.
59, Assembly occupancies meet the requirements of Section 1024.,�'
6 D. Window egress or better is provided in every sleeping room and any habitable basement. iv. ,�..
6 ].. Vestibule is provided as per Section 802.3.6 of the International Energy Conservation Code'.
ACCESSIBLTTY
1 • An accessible route connects all accessible bu'ld"n�s, accessible fa�i�itzes, accessible elements,
accessible spaces and the public right-of-way(except as ea�cePted by Section 1104).
2. In addition to the required accessible entrances, 5(�% of ail public entrances are accesor 'si Ie. ' ��
4)
3. Accessible parking is pro�zd�ed as per Table 1106.1.6>qr�
�• 10'% of hospital out patientarkingp�s accessible and 2D% of rehab or physical therapy.
5- fan spaces ars provided.(one out of six and any portion)_ �
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance.
7- group loccupancu
es meet accessibility requirements as sit Earth in Section 1107.5./t�/�``.
f
S• Group R- 1 occupancies meet the requirements of Section 11X7.6 and Table 11 07.6. 1. L. 111/4
9• Where 4 or more apartment units, one level sown homes or condos are located in one structure,
all units are designed s Type B units as per ICC/ANSI 117.1 unless on a upper level without
elevator seg vice. ��-
10. Where more than 20 apartment unit, one level town homes or condos are located -in a project., 2%
but not less than one are designed as `f ype A units as per ICCIANSI 117.1.–O-04--111al-
11. Wheelchair spaces (and companion seal as er Section 1108.2,5) are provided in AssemblyOccupancies as peg Table I1a$.2.2. 1.�
12. Assistive listening systems are provided in Assembly occupancies where audible
communications are integral to the use of the spac+�. �%ice
13. Any Assembly occupancy performance area has an accessible route s per Section '1108-2.8/1//4
14• Any dining area 1n an Assembly Occupancy's fully accessible. �
1 S. Self service Stora e facilities
g sha11 provide accessible spaces as per Section 1108.3.
16. Toilet and bathing facilities are accessibly(unXess in ap roams areSection
xivai�e °ff ce)as per ection I 10 9.2.
17. Unisex toilets and bathinLl su le d as ,per pp 1 149.2.1.
18. Where sinks are provided, 5%., but not lessIthan 1 is accessible.��
19. Where a kitchen or kitche'n'ette is provided, it is accessible(unless in Type B dwell ing}�J�f�-
24. Storage cabinets, lockers, etc. one f each type is accessible as per Section I 109.18a �
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
� .
Attic ventilaion exists that is 11150 of the floor space or 1/300 with vapor barrier. A
2. 54% of the attic ventilation is 3 fit. above eaves. � 77, - --I�
3. Crawl space ventilation complies with S��tian 120
4. Natural - ventilation (windows, doors, louvers etc.) is a minimum of 4°./0 of flava space.�r�-
a
S• Interior spaces that do not have openings directly tooutside 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 require;nents of Sectxon Courts shall meet the requirements of Sect' -on 1206.3. 1205. 3(8.
9. �wcllings party wal Is and floors meet the requirements of Section 1207,
1 0. All habztable rooms shall be a minimum of
7 wide, and a minimum
H. Dwelling un of 70 sq. ft. in area.
its(except Section 1208.4 efficient units have one habitabler
f �
12. All ceilings are a minimum 10m Of12D sq..
of 76" with no more than 1/3 at 7' 0". )r
1 3 . Attics and crawl spaces have access openings as per Sec�ivnV 1209. :Ir
1 4. An energy review has been submittcd that meets the requirements of the International Energy
conservation code. �' �,��
�J�
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder pxavided
unless another approved So avoid condensati
on andleakage has been provided. X
2. Water resistant barrier shown on sheathing as per Chapter 1 4. ooV
3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2.<
4. Masonry veneer shall be mechanically attached as r Section14Q5.5. �'
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 (s iding) meet that of Table 1406 26 1.2.
8. Balconxes that protrude shall meet the requirement of Table 60 1 fax floors.
�!�
9. Metal Composite shall meetthe requirements of Section 4707,
as
:,y
10. Roof coverings meet the requirements of Table 1505. I . „�
1 1 . Double underl meat is provided xn asphalt roofs w*
Ith minimum slope of2:1 2 u to and includin4-1? qlo-np XZ1. Pg a
12. An ice dam membrane (one continuous sheet or two sheet cemented together) for all as
provided from the roof edge to 2451 inside of the inside of the exterior w, -n..11. �`
1 3. Drip edge metal is provided along all roof edge.'"
14. Metal roofs meet the requirements of 5eet�on 1507.4.
1 5. Built-up roofs meet the requ-
irements of Section 15 07. 1 0.
16. Single Fly Plastic Roofing m t ,requirements
rements of Section 1507.12 d 1507.13.
17. All other roofing types meet the requirements of Section 1507..
19 _D "1,1+ 0
phalt roofs is
. �. ,�w,u.,�� wim rooi cirains have drains designed and sized as per UPC 1105.0._Af�&9
STRUCTURAL DESIGA! AND SPECIAL INSPECTIONS
I. Structural Use Group has per Table 1604.5)
2. Structural documents for Tight frame wood buildings as per Chapter 23 include floor roof and live
loads, ground snow load, basic wind speed, wind exposure, seismic design category and site
class._x
I All plans except as described in #1 above shall Include the following:
�n�Iuding Floor five load any reductions, �G''
b. Roof live load as per Section 1 607.11. X
C. Roof Snow load, 'Including the flat roof snow :load, the snow exposure factor, the snow
load importance factor and the thermal factor. - ..)r
c�• Wind design data, including basic wind speed, wind Importance factor with building
category, wind exposure, applicable internalpxessure coefficient and the design wind
pressure used for the desxgn of components and cladding. X'
e.
Earthquake design data ineluding 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 1 603.1.6 IVD
) , - 76V
5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be posted as per
Section 1603.3.
6. Structural design calculations meeting the requirements of chapter 1 6 have been provided.
7. Architectural, mechanical and electn*cal components meet the seismic re uirements of Section
-'
1 62 1 . ,ef
8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.?C__
9. Special inspections are identified for weldi.ng.�-�
10, Special inspections are identified for high strength bolting.
11, Special inspections are 'Identified for concrete construction except as excluded by Section
1704A.�
12. Special inspection are identified for masonry as per Section 1704.5.
�,J't-
13. Special inspections are identified for fills greater than 1 2" deep where a load is applied.
14. Special inspections are identified for all pier and pile foundations. � '�—
15. Special inspections are identified for sprayed on fire resistance a'pplicationsd
1 6. Special inspections are �dentifzed for smoke control systems. Ao
17. Quality assurance plan for seismic ism-ic resistance is provided (except for design I�ght frame as per
chapter 2308 or reinforced masonr less t�ianJ ?
y -.5 feet high) *1.0
18. Special inspections are provided for seismic force resisting system&/�,�
19. Structu I observations as per Section 1 709 are 'identified for structures i
*n SIII.eismic Use Groups or
20. Truss Details provided or noted to be provided prior to frame inspection._Lft7V
SOILS AND FOUNDATIONS
1. Allowable S01*1 foundation bearing pressure (as per Table 1804.2). )r
2. A soil investigation is required per the re, quiremeSectionsuch as fill materials omanic so'ls nts of 18022 where questionable soils
i clays or questionable rock strata exist. Do any of these
3conditions exist? 9YL Yes N if yes, are the necessary soil reports provided? Yes
.fp
Grading is a minimum of 2% for concrete or asphalt surfaces or 5% fo natural surfaces.
4. Information provided as per Section 1803.5 for any S
W - fill.
5. Footings (except for I storycategory I buildingsfor frost protection, no bigger, than 400 sq, ft.) are 36"' below grade
60 Buildings on or adjacent. to greater than 3/1 slopes meet requirements of Section 1805.3 0
IF
7m Top of fo��ndaiion is a minimum of 12" above the ad cent street gutter (unless a drainage ath is
identified and approved b,y the building offici
p
S. Footings designed so that the allowable bearing capacity of the soil isnot exceeded.
--4-
9. Foundation meets the requirements of Section 18D5,5i(neluding tables 1805.5
�.�_
TO- Except for Group R and U occupancies of light framed construction of seismic design D and less
than 3 stores 'in hteght,
concrete is a minimum of 3Q00 p.s.i.. }�
1 � . Reiaining walls are designed with a lateral Aiding and overturning factor of safety of 1.5.
12. Foundation drpinage system or water -proofing (Section 18Q7,3) is provided where water table
warrants.
13. Damproofing shown under slabs as per Section -1807.2. 1.—Xo'o*
14.0 Damproofing shown for foundation walls.
4 il f
15. Minimum of 4" of gravel is shown under all slabs.
_1k_
16. Foundation dr4in is �nstalled except in weirdrained graved areas as per Section 18,07.4.2 and
1807-4.3.
—4
171F Piles mee requirements of S ection 1$DS, 18.09 , 18 10 and 18 11.
18.
P iexs are a minimum of 2' wide and meet requirements of 1808.2-.23. and 1812.,.e
CONCRETE and MASONRY
1. Construction documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement. or"
2. Structures assigned to Seismic; Des"gnegory ,D eontazn a statement identifying if slab-an,grade is
designed as a structural diaphragm -W
3. Concrete exposed to freezing weather has air entrainment as per Table 19+D4.2.1 and mets the
requirements of Section 19p4.2.2 and Tables 1904.Z.20) and 19Q4.2.2(2): `
4. Masonry construction documents identity s'ze, grade, type and Iocation of reinfaarcement, anchors
and wall ties as per Section 2 10 1. 3.
VIA --
5.
Masonry fireplaces have minimum 1261 thick footings that are 6" wider than mos
6. Masonry fireplaces have seismic reinforcement and anchors as per Section 2111,
?. Masonry fireplaces meet design requirements of Section 2111 and Table, 2111. 1
.
8. Masonry chimneys shall meet requirements of Section 2113.
1. Truss drawings identify requirements as per Section 2.3103-4.1��
2. Joist layout plans are providedm.� Engineered products have computer layout.
3• Floor and roof sheathing meets requirements of Section 2304.7.
4, Connections and fastening meed the requirements of Table X304.9. 1. V
5. Fasteners in preservative treated wood are hof -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or copper.
*"
6. Wood framing members above foundati*ons are S" (min.) above soil=
7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3;1 for unblocked.
8• Shear wall aspect ratios meetthe requirements of Table 2305.3.3. )r
9. Shearwall design meets .requirements of Section 2305,3. k'
GLAZING
1. Glazing in pool, sauna, hat tub, steam room, bathtub or show r enclosures (unless over 6a" above
standing surface) is safety glazing as per Section 2406.
2, Glaz"ng within 24"" of door (unless over 60" above standing surface) is safety glazing as per Section
2406/1 _
3. Glazing greater than 9 sq. ft,, bottom below 18", torp above 36" ,and 36" from walking surface is
safety glazing as per Section 2406.
4. Glazing in guards and rams is safety gazing as per Section 2406..
5- Glaring next to, stairways, landings and ramps sunless over 60" a ove standing surface) is safely
glazing as per Section 2406.�
MISC.
I • Number of plumbing fixtures shall meet the requirements ofa bI e 29Q2.1.�
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 50ar
3.
Public Wildfacalities are provided as per Section 29".6.
T
4. Elevators meet the requirements of Chapter 30.
5. Pedestrian walkways meet the requirements of Section meet 31 04.
6. Awnings and canopies. &4r
t the, requirements of Sectio n 3105.X
7. Marquees meet the requirements of Section 31 06. ,f/
S. Swimming pool enclosures and safety devices meet the requirements f Section 3 1 09.
9. Protection for pedestrians meets the requirements o
10. Existing 'rements of'Chapter structures meet the requirements f Seetign 330+6
34�k
BUilding Safety Department
19 E. main
Rexburg, 0 83440
Site Plan Checklist
Application Information
Applicant:
Applicant's Address: � t
Project Address:-�-)Z -,kilo
jonellh@rexburg.org
wW. rexb ur . r
C�iy of Rexburg
Ph 208.3 ,59 Ozu
Fox. 208.3S9.3024
X is
� fa
y�
I TY OF
REXBUR11
mds Family
� N� ! % —�-
Phone,
~sIleKlf ,�
-zoI FAXF _
),IQD A8 L
city:
Ant. P.
Recorded Owner:
17
eco Owner Addy ;, iR-)
Urr-
City: I
STW- zip.:
Development Informativn
r l.. Side pian must be drawn to scale, be legibleand ar also be submzt�ed eIectronical�y �f possible.,.�' 2. Adjoir�ng streets labeled.
ADC3. Right-of-way ILOCat.'on and width curb to cuxab widths and s�dewalk Iocation,
-0 4.
Building location, sq footage and domensions, wz�h distance topropertybe�t�veen buildings, lines and distances
�•. 5. Show existing and proposed easement,
-�1-" 6. Existing utilities (waterlines, sanitary sewer lines, manholes
,storm drains),,
7. Proposed utilities inclu�d�ng tie in locaiion to existing services
8. Pro�vs�c� siorm drain and sanitary sewer elevai�o ��� and new easements.
ns (for pipe inverts at manholes and catch basins).
=D 9. Storm drainage plan for parkl'ng lot and xoof areas wit
� calculations.
1�3. Fire hydrants and fire sunny-e��;n,, i,r�r r,r„I„,�:�����_ � �... ,.
U 411
r
---rJC".-•...�.,�,a`1ilCrll.1'L.ill1�' Ll� T0 (.1� j1nes)-
G1 Sprinkled �-� Noi Sprinkled
Indicate Fire apparatus access.
ng (includingPark' parking lot, drainage arrows, dimmension of lot, distance betweennumbers. rows, and total
�U 13. Landscaping (tvi)e and tataI area Tw-n 1.A;„....�_t
I4.
-CI 15.
Trash fa
.x�..��.►uxxi6 u.t11lG1A�lUI15).
cilites.
North Arrow
Drawing to Scale, including a graphic scale (]. I V2x 17” pif possible).
rov�mer�tsProposed sireei im(curb,
� gutter, sidewalk, Pavement,, etc.�
Legal description of
Pfoposed buiiding site included.
Percent of lot covered by building or paving calculated.
Show 10% snow storage area.
DO stance of erttranccs from street eprnex indicated.
Z2. Current Vicinity Map.. (8112 x 1 1") at I" = 30W scale, showing location of the�.,23. Lighting Plan property.
�NQTE: SITE PLANS MUST BE COMPLETE AN:la SUBMITTFD FOR REVIEW BEFORE THE PROJECT WILL BE
PLACED ON THE PLANNING &ZONING AGENDA. �
16.
17.
181
190
U.
2.
rF -
2 1
I,
-
Trash fa
.x�..��.►uxxi6 u.t11lG1A�lUI15).
cilites.
North Arrow
Drawing to Scale, including a graphic scale (]. I V2x 17” pif possible).
rov�mer�tsProposed sireei im(curb,
� gutter, sidewalk, Pavement,, etc.�
Legal description of
Pfoposed buiiding site included.
Percent of lot covered by building or paving calculated.
Show 10% snow storage area.
DO stance of erttranccs from street eprnex indicated.
Z2. Current Vicinity Map.. (8112 x 1 1") at I" = 30W scale, showing location of the�.,23. Lighting Plan property.
�NQTE: SITE PLANS MUST BE COMPLETE AN:la SUBMITTFD FOR REVIEW BEFORE THE PROJECT WILL BE
PLACED ON THE PLANNING &ZONING AGENDA. �
BU
'/ding so �ment
` City of Rexburg
V
1�� COIN I
Q2XbUrg,lD83440 Urg.org Phone: 208.359.3020
Www,rexburg.org Fox, 208.3,59.3024
}JFf j� p 4*I'
Office Hours: Monday -Friday 8:00am-4:00pm
Commercia
U1 Family Pre-constl:uon.-+
�.sC C�kl,�t
TF
Pamir Community
Seismic Design Category — I3
sunless soil evaluation confirms categoC Roof Snow Load , 35 lbs. per sq. ft.
Ground Stiow --50 lbs. per sq. ft,ry
} Wind Load -- 94 MPH
Frost Depth , 3G"
Thefollowil�'g items ,should be co��lete� PN are nu submit-
-.� your buhaing
permwY application.
COMPIC60n ofa Building Pennit A nArat�or�: You may
www.xexbur .or 0:r pzck up a copy at the City �,,�.�e� Buildir�(addressthis app�cation f�o� ou.r website above,
Comme,rcia,t PCMVts* (the fallowing must be submitted with the
� 4 sets of site plans and 2 sets of buildinglans staApplication)Site p1ans aid building p1ans in PDI" format ���d by a licensed professional
�
StrUCtLj_rql Calculations stamped by a licensn eer
� Energy Compliance Report: As per the X003 IEC� a
(the cQmcheck is available online at www. ,� UXgod�Co�p'�ance check must be comp eted and submitted
_�.g
Page 2 of the Application must include the Idaho Contractn_r IR IS PlTiCti-n�-T.tir. ,.Y -----
AN,
j-LEusL rye completed and s'i�ed., see Page S.
Page 4 of the Applicattoll must be completed and si
License Is irequired for our fi-ie_cz
e
Ur PI
the exern�#�on foxrn
ber. A coPy of the Plumber -'s
�J
Page, 5 of the Applzcat�on must lie completed by si �d b T oar i1�lec�xanica
Nlechaw'call,icense'.s requ�ed for our fdes.
�
Mecbanica]. system sizing and design.
emergency Services Construction perrmt
LiEhtmg Pian
a copy of the
E-lect-r-'Cal PcnDit.- If Y()Ur construction
fror involves electrical, you will be required to txrc�ase a
x� she State of Idaho accoxcling to the State of Idaho Electrical Department. � n ectrical permit
• The Electtical Inspector can be contacted at (208)-356-4830 car toll free 1-500-839-9239.
• The Eleatical app�i�a�ion is available at the City Annex Budding,
Remodels: If youaire considering a remodel, a copy of the bid or estimate for the rexnadel must be
the Per=t Applkation. submitted with
is 2 set of plans (may need TECC Review)
Is Additions -- Same as new construction
11