HomeMy WebLinkAboutMULTI DOCS - 06-00453 - BYUI LDS Church Building - 8th Stake CenterBYU-Idaho 8�` Stal
Custom Stake Center
('� 00450 & Qb 00453
BYUI 8th. Stake Center
Revisions 5/24/07 �4
The follo�V1�lg �'� our �es�onses � cc�mp��a�ce �v��h theplan revie� comments Provided
on the attached 10 gage fax.
Page 1—Cover Sheet
Page 2 — Building Dept. Review
Items 1-5 Acknowledged
Item 6 Plw-nbing will be installed per the 200"'.-I UPC
Page 3 — Tire Department Review
Items Z &2 Acknowledged
mater supply: See the attached fire flaw report and site plan indicating hvdrants.
Wage 4 — Planning Staff Revi-ew
Item 1 Dumpsters Per detail F an Sheet SD - 1 the dumps r.S are screened on 3 sides.
The open side daces the north parking dot.
item 2 Setback The set back will he i�ncreased to 25'. The attached sketch Will be
issued to the Contractor as a change order.
Item 3 Snow storage It is the intend �f the design that the snow for the west parking area
be hushed to the north. The siorage capacity i�. the west landscape
strip �.s very Ii�ited end pushing snow into the landscape area such
as this would jeopardize the plant materials. We have provided a
dropped back curb along the north area. There is signif canny
more capacity for snow storage at that location.
Item 4 walkway A pedestrian walkway will be added per our phone discussion of
16 May. Seg the attached sketch. This sketch will be issued to the
Contractor as a chane oder.
Wage 5 — Public Narks Review
Item 1 Sign
item 2 Water
Item 3 Access
Item 4 Light ing
Item 5 Ramps
No sign will be installed at this location under this project. In the
future,, if the owner determines that a sign is needed for this
building then they will follow the necessary approvals process.
Please refer to Sheet SD2.1 in the plans submitted March 15th.
This provides all information conceming routing of the storm
water.
A curb ramp will be provided fi
�r the picnic shelter. Seg the
attached sketch. This sketch Will be issued to the contractor as a
change order.
Please refer to Sheep EO. I in the plans submitted March 15th. This
sheet provides a complete lighting layout for the site.
Truncated domes will be provided at sidew 410" 0
attached drawing. This drawing will be issirn=
a change order.
,%Ct Tr t�
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h
Item 6 Dumpsters Seg items Ion the nates pertaining to page 4 above.
Item 7 Drainage Please refer to Sheet SD2.1 for information pertaining to drainage
pafterns.
Item 8 Spelling Vouch sheet did. this note refer to?
Idem 9 Catch basin The planning department has required this approach to be aligned
directly across from the street coming from the west for safely
reasons.
Item 10 Reinforcing Reinforcing will be added aid the slabs chickened per city
standard. We havelneluded a sketch based an the standard and
this will be issued to the contractor as a change order.
Item 17. Piping Tease refer to Specifications section 33 41 � � "S to Storm Utility
Drainage Piping" which was submitted with the plans. This
specifcaiian section calls out the approved piping materials.
Note Sizing of the an and off-site piping is spawn on Sheet SD2.1 of the
submitted pians. The design was done by Aspen Engineenng and
their licensing stamp appears on the sheep. Drainage calculations
were submitted with the plans, Please let us know if additional
copies are needed.
gage +G Building Department Review
item I Type
Item 2 Service
.Item 3 mater lines
Item 4 Testing
Idem 5 Testing
item 6 Bond gas
Item, 7 lighting
Item 8 site lighting
Item 9 energy review
item 10 site plan
Item I I
Item 12 finishes
Item 13
We anticipate c�iangzng the type designat�an is VA for the
purposes of meeting allowable area requirements. We will do Us
by charge order with the contractor. We will and 518" fil-recolte
gypsum board to the second side of wail type F-20. Ww-� wi.l� add
exterior gypsum sheathing at the soffit areas of the five main
entrances and bebind the Exterior Insulation Finish system at the
gables and the center wall paned at the south end of the building.
These measures should qualify the �ui�d�ng for one-hour
construction and increase the allowable square footage to 60,1,375
considering the frontage increase of 75% and the increase for ire
sprinkler of 3 00%.
{DK
A double check valve will be added by change ardeir. See the
attached drawing.
OK
OK - sizing was dune in. accordance with code
The contractor vvi1I be require to bond the gas dine to the main
terminal hand bIack.
OK
Sight lighting -- Please prefer to sheep EO. I of the submitted plans.
The enezrgy review was submitted with the pians on March 15
mall fmishes meet the staffed requirement.
OK
IP
Item 15 emit lighting Exit lighting is shown an sheet E3.1 of the submitted plans
Item 16 testing Please refer to the attached document from Materials Testing and
Inspection. If further information is needed please contact us.
Page 7 Review fiction
Item I Trusses Truss drawings are in process and will be submitted by the
contractor as soon as they are available.
Item 2 Area lVe will modify the building to allow it to meet the requi"rements of
a Type VA structure. See item I on page 6 comments above.
item 3 electrical All electrical fightinag plans znc�uding site and building lighting,
emergency and exit lighting were submitted with the plans on
March 15.
diems 1-4 C
Item 5 Letter The General Contractor is obtaining a fetter of intent from Gem
State Fire Protection. That will be submitted as soon as we have it.
Items 6&7 OK
Item 8 A voice evacuation system is specified for the project. Refer to the
documents submitted on March 15''.
Item 9 A. lock box will be ftrnished for the project. We will have the
general Contractor secure the forms from the Rexburg Fire
Depailment.
Page 9 Review Action
Item I Building lighting
The building mounted lighting is a cut-off type fixture providm*g
up and down liglit and will not anis not 'intended to proviuc;
lighting for the parking.
Idem 2 lun-imffiescence See the attached photometric layout
Idem 3 The overhang is only mirumai — just slightly over a foot and the
upper roof planes away from the observer. Therefore i� is a minor
element in the overall composition. In lieu of varying the
overhang or breaking the roof dine which we feel would be out of
context with the architectural sale, we chose to utilize the brick
accent panels with the quo ins and stack gond beck prefer to detail
G/A2,2) to vary the surface of the masonry wall immediately
beneath the overhang. This is a much more dominant building
element. we anticipate that this Will draw the attention away from
the Loaf line. In addition, the building facade at the lower lever
which will interface visually with pedestrian an
displaying an ample amount of variation with
entraxkce-g, the window treatments and the va-.riat* - materials,
MAY 2 4 2007 i , A
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We feel that to keep the upper pardon of the building more simple
would mean bring the focus closer to the ground level where it will
be appreciated. We hope that our design intend can be understood
from this narrative. We are happy to discuss this item further if
necessairy.
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AP r. 21. '2007 8 ;12MM Na, 4 104 P,
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To: Nielson Bodity
MEMMEMEW�
Fax; 522-8785
Phone:
Re:
L7 Urgent D For Review
• cornmanfs:
19 E Aiin F.c�4*YZ ID
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From: JaNell Hansen
Page 9
Date: ApM27,2007
dh
C7 Please m nt [I Please Reply 0 i ■ i Recycle
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Attached ore the review notes from the revislvns that you sent. There are Cr few items that
SMIneed to be addressed. Please cc�ntact us if you have questions: othervv►4e, we will waif
for your response.
Thank YOU.
JaNell Hansen
APS,
27, 2007 8,.112AM
CITY o P
RE.XBURG
aiv -4
merioa`s FaMiFy Com munay
April 27, 2007
Permit Number: 06 00450
Project Name:
ProJect Type,B
RevIew Item
No, 4104 P. 2
1110� 19 E. Main St_
Rexburg, Idaho 83440
Phone (288) 359-3020
Review Action Fax (208) 359.3022
BYU1 8th Stake Center
Site Plan Review
Fire Separation
Setbacks and Propertly Lines
dumber of Parking Spices
Parking Conflguration
Snow Storage
Plumbing Review
Parcel Ws
Z4Z
RPRWSTAT030040
ir
Masts cods requirements,
Mees ordinance raqu�remen�s.
Meets ordinance requirement,
beats ordinance requirements.
Meets ordnance requirements.
All plumbing is required to be installed
according to the 2003 edition of the Uniform
Plumbing Cady. A!1 pJumblng is required to be
tested and inspected before covering.
09/21/2006
09/22/2006
0912z# -A /2 0 0 6
0/221-92006
09!22/2006
04/09/2007
14
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REXBURG
April 27, 2007
Permit Number: 06 00450
Project Name:
Project Typo,
Review [trim
4104 F.
-.Mftb`` 19 F win St.
Raxfpurg, Idaho 53440
Phone (2D8) 359-3020
Review Action FaX (2p8) 359-3022
BYU1 8th Stake Center
Site Plan Review
Fira Access Roads
Fire Lane Sign.aga
Additional Cornmants
Water Supply
Parcel #'S
1' d;..
F l� 11w
i0v I at, i
PROVIDED
NOT REQUIRED
IF YOU NAVE ANY ADD)TfONAL QUESTIONS
REGARDING THIS REVIEW PLEASE
CONTACT CHRIS AT 705-1312.
BASED ON 38,148 SQ. FEET (TYPE VwB)
CONSTRUCTION THE MINIMUM FIRE FLOW
REQUIRED IS 5250 GPM/FOUR HOURS
FROM A MINIMUM OF 6 HYDRANTS WITHIN
300 FEET.
-SUBMITTED SITE PLAN SHOWS ONLY ONE
FIRE HYDRANT
-IF BUILDING IS EQUIPPED WITH FIRE
SUPPRESSION SYSTEM FIRE FLOW
REQUIREMENTS ARE 2625 GPM/TREE
HOURS FROM A MINIMUM OF 3 HYDRANTS
WITHIN 400 FEET.
-PLEASE PROVIDE HYDRANT FLOWS FOR
ALL EXISTING AND PROPOSED HYDRANTS,,
SITE PLAN SUBMISSION ON 02/08/07
SHOWS TWO FIRE HYDRANTS. PLEASE
PROVIDE MORE DETAILS AS OUTLINED IN
PREVIOUS COMMENT.
09/19/2006
09/19/2006
Q9/1912006
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4 Z
27, 2007 8
SIT Y 0 P
REXBURG
ArM�H&a � 1�awI% Co m Yn iry
April 27, 2007
4104 P -
19 E Maire S
RexbUtg, Idaho 8440
F'hana {208} 359-3020
Review Action FaX 208 359r,3022
3
I
Permit Number: 06 00450
Project Name:, BYU1 8th Stake Center
Project Type:
Site Plan Review
Review Item
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Approved Site Plan
Approved Site Pian
Approved Site Plan
Approved Site Plan
Parcel #'s
RPRWSTATO,30040
Garbage co miners must he i
nfiully screened
from view of the rEght-of way.
The front yard setback along Trejo, neer the
intersection with Madah, is only 20 feet. This
landscape strip must be 25 feet as required by
code.
For snow storage purposes, it i$ recommended
that the bushes along the wit of the park -Ing fot
beset further toward the sidewalkIr leaving
Space for snow to be pushed off the parking lob
more conveniently
Intemal pederptrian walkway must Connect to
the right of way along Marlah Ave. Please
provide another walkway from the West
entrance to the sidewalk along Marie for
pedestrian safety.
04/26/2007
' L-�O Liz
M AY 2 4
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21. 2007 8:120
CITY OF
REXBURG
�aOw -
Pdkftnniun iry
April 27, 2007
Permit Number: 06 00450
Project Name;
Project Type,
Review
�ff
Rexburg, fdaha 8344(]
Mone (208) 359-3020
Review Action Fax (208) 3533022
BYU1 8th Stake Center
Site Plan Review
Approved Site Plan
Parcel #'s RPRWSTAT030040
Comments for BYU-1daho Std Stake Center (3-
28-07)
1. The sign at the corner is in the site tn'angle
for traffic.,
2. Where is the water from the catch basins in
parking !off going?
3, Is there handicap access to the Picnic
Shelterl,
4, Need lighting plan for parking lot.
5-- Sidewalk handicap ramps slang street need
to have truncated dames per city standard.
G. Are Dumpsters screened?
7. What is the drainage pattem?
8., Under genera! notes sutting should be
cutting.
9. Catch basin in south entrance from Mariah
Ave., can d ue approach be moved?
10, Curbing,, sidewalk and approaches need to
be reinforced.
'l I - What are the pipe types?
Because of the size of the building and the
parking area i need to sea the engineering
design for the siring of the on-sfta ,p'rping and
the impact this development will nave an the
off-site piping. These calculations need to be
done by an engineer.
R
PPP2
M AY 2 4 0 0 7
FIN goo
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AP
r. 27.2007 8 : I 2AM
N o 4 4.10 A P 6W no id 'm
C I TY OF
19 E Kb Cr, St.
} REXBURG
Rexburg,
-_
Id
Phone (208) -o.
April 27, 2007
Permit Number: 06 00453
Project Name: BYU1 8th Stake Center
Project Type: Commercial New Construction - Over 2 Million
Review Item Actio -ns Re uIred for Ar)i3rova',
Building Type Compliance
Water and Sewer Service
Plumbing Potable Water Review
Plumbing Sewer Drain Review
Plumbing Storm Drain Review
Building Type is VB.
� AIS plumbing services are required to be
inspected and tested before covering.
� A11 water lines are required to be tested and
inspected. Water line requires backfiow
prevenflan if connected within 1500 ft. of a fire
suppression lure.
�
All drains require testing before covering.
09/27/2006
09/27/2006
09/27/2006
09/27/2006
��
Storm drains ars required #o bye tested and �912�f�40�
inspected before oovedng, All lines are required
to be Installed and seed a=rding to the 2a03
Uniform Plumbing Cady.
Electrical service Review Required to band the gas Jing to the main 03/2:3/2007
terminad bind black.
Energy Conservation Compliance Review �7 Reviewed the lighting allowance and it meets 03/23/2007
the 2003 IECC standards. Approved dor permit.
Electri"cal Circuits Review deed to see lighting plan to approve review. a312312007
Energy Conservation Compliance Review � provide e�ec�nc�l �n�rc�y revi�vu as per the 03),a3/20107
2003 Intemational Enegry Conservation Code,,
Complies with approved Site Plan Review to S
ite plan has been reviewed. 04102/2007
BuildingFire Cods Compliance Review � E Meets code requirements,. 04I0212007
interior Environment V. Wall and ceiling finishes must meed the 04102/200.7
requirements of laCsec6on 843.
Mechanical Review
1 3 Meets cede requirements. 04/02/2007
Accessibility Review �4 Meets code requirements. 04102/2007
Exiting Review
Structural Review
1 1--2' Please identify exit lighting througho
t Provide a letter from the special ins
firm that identifies that inpspections
will perfo alon with the intervals,
Jhey
'Idl, 17
M A Y 2 4 (D:o
C F R EX 13 t,,! R, G
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Nr10
21. 2007 8:13AM
April 27, 2007
Permit Number: 06 00453
Project Name:
Project Type.a
Raview item
�� o. T 104 P. 7
Review Action
BYUJ 8th Stake Center
Commercial New Construction - Over 2 Million
Waste Water Application
Height and Area Review
Waste Wafer Grease Trap Form
Miscellaneous
Parcel #'s
URWSTAT030'0040
W
a
truss drawings,
The allowable area as per IBC Table CD3 for an
A3 occupancy in a VB building is G000 sq. ftkt
An additional 75% for frontage bdngs the total
up to 10500., Sprinklers raise the sq. footage by
300% to 31500 sq. ft.. Area shown is 37713 sq.
ft, Please mike the necessary changes and
submit.
Please provide electrical lighting plans. identify
emergency and exiling lighting.
19 Rini.
Rexburg, Idaho 834
Phone (208) 359-3020
Pax 208) 359-302
rpt #. & — 0
4
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2l, 201 9,13AM
CITE
I V -.*,r,
REXBURG
Arne) Fam�ynm.�Inzry
April 2712007
Review Action
Permit Numberiff 06 00453
Project Name: BYU1 8th Stake Center
Protect Type: Commercial New Construction - Over 2 Million
Review ItemT
jib gh� d 6
Required Fire Flow
Water Supply
Fire Access Roads
FIrs extinguishers
Automatic Fire Exdnquishing11
Systems
Standpipes
Cornmercial Cooking
Alarm Systems
Other Comments
Parcel #'s
3
Actio,mRP,qYir�d_.[s��
See site plan, review.
Seg site plan review.
See site plan review.
No, 4104
19 R Main St
� Firs extinguisher are required through out
occupancy. Extinguishers are required to be
installed before final fire inspection.6
� Please submit letter of infant from certified lira
suppression contractor.
C:7 N/A
7 NIA
v Fire alarm requires a voice evacuation system.
� Lock boy required for this occupancy. Foams
are available at the Rexburg Fire Department,
RPRWSTAT030040
Rexburg, Idaho 83440
Phone (208) 359-3020
Fax (20$) 359-3022
69/27/2006
09/27/2006
0912712006
09/27/2006
09/27/2006
09/27/2006
09!27/2606
09/27/2006
09/27/2006
F
27. 2007 8,13aM No
C I T Y V
RMURG
,- 0
Review Action
April 27, 2007
Permit Number: 06 00453
Project Name: E3YU1 8th Stake Center
ProJect Type: Commercial New Construction - Over 2 Million
Review Item Acfions Ramirad for Aanriova:
P
'%- _.n n.
Development Standards Review
Development Standards Review
Parcel #'s
xa -- . rr
E
RPRWSTAT030040
4104 P� 9
9 1 W �'w * ti
Please submit the following info ation
+cvnCeming the fighfing plan for the site:
'I } Lighting mounted an wilding must be full cut-
off
utoff and cannot be used for the purpose of
Iighting the perking lot.
2.) Please provide luminance levelinfo ation to
ensure parking lot lighting does not cross
property lincs.
At least one architectural feature is required to
break up the large upper roof Cine on the East
and West sides of the building. Please submit
scetches thawing this for review.
Ll
19 E Mein St.
Rexburg, Idaho $3440
Phone (208) 359,3020
pax (208) 359-3022
ri
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10I1r/2006
07:40 2005250381
FIRE PROTECTION
D PROTE C�TIO
FIRE. .1 N
P.O. Box 50645
Idaho Falls, ID 83405-0845
Telephone: 208. 525.8377
Faxwo 208.525.$381
fire-prutection@.3ittire.com
FAX
Date: October 17, 2006
To: Cory Roberts
RE: BYU-J 8"' Stake Center
F. NumberS
From:
I s i
522-8785
Carol Henschcid
PATS TRAN5112ITTA.L CONSISTS OF TFUS COVER SHEAT PLUS 4 PAGE(S)
IFNFORMATION:
Cory -
Enclo-sed are
water
flow test swrruxxary sheets
for the
three hydrants indicated on the
attached site
plan.
These -flows were perfo
ed -this
maming.
If you have any questians +cox�cerni.ng these, please. give me a call.
RC1, . .
"We Protect lives"
6312 S. Burggroi Way
PAGE 01/e5
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10/17/260S 2025253381
D FTRE PROTECTION
PAGE X2165
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I FBAFS 18" ON CENTER
B O 1 H WAYS
COMMERCIAL DRIVEWAY
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IF F GRANULAR FILL (SEE ISPWC STANDARD SPECIFICATIONS
SECTION 801 & 802) SMALL BE REQUIRED UNDER ALL
CONCRETE. ANY ALTERNATE DEPTH INCLUDING NATURALLY
OCCURRING GRANULAR .BASE MATERIAL ENCOUNTERED MUST BE
APPROVED BY THE CITY ENGINEER.
. ALL CONCRETE SHALL BE CUBEB WITHL A CURING COMPOUND
AS SPECIFIED IN THE STANDARD SPECIFICATIONS OR
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CONSTRUCTION
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MAY, 2007
SCALE:
SEE ABOVE
DRA WfNG No.
CORI. I
MAY -13-20D7 11:52A[A FR00-ENGlNcWERED-SYSTEMS
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208-233-0529
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2-1 /2" SUPPLY TO BUILOINC
RUN DRAIN TC
FLOOR DRAIN
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P.002/006 F-835
PRESSURE GAGE
0 - 100 P51 RANGE
GAUGE COCK
COMBINATION PRESSURE
REDUCING VALVE AND
STRAINER. SET DISCHARGE:
(9 SD PSIG-
DOUBLE
CHECK VALVE
0
�...� UNION
(TYPICAL)
� GALL VALVE
MECHANICAL ROOM FLOOR
WATER SUPPLY FROM STREET
WATER SUPPLY TO LAWN SPRINKLER
VERTICIL. WATER PRESSURE
REDUC... ING STATION DETAIL
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ISERVER2OPOS
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FALLA�0335 - BYU1 5 CUSTOM L[),�;
INSPECTION
Q Ertvimnmental saryices Ll Geofiechnical r[Engireering
L L6.
Materials Testing SLgEtu=aS P, s P e r. t i o n s
CORY Rn_RERTS
]PHONT - (208) 522-9779
7& AS���'IA'�`E�S, PA_-NULSON 1130DILIF.AX: (208) 522478:5
PO Box 2212
Idab.a ��.Ils,Ir" 83�U3-1L?I.L
- .
Re: Testing and Inspection S
ervices for the.
Proposed PrDject: BYiTI 8 Custom Stake Center- Ttcxburg, Idaho
Dear Mt. Roberts, - -
The enclosed cost proposal has-been prepau'ed for your reNriew and evatuation. Nfaterials Testin� & ffispectInca
(�,ITI� appreciates the opportunity to submifft this cstimate, to- provi'de mateirials testing and.4inspection -
semces on the abo-ve referenced project .
The estimate is based. on. our revi d off' plans, sp'ecLdcations, sixnilaxprojele ts and City of Idaho Falls
requirements. The estimate is also base'd on a nresum�d con-struction scliedule,
If tie construction schedule
does n6t follow MT1's estimated production rafths acid schedule the' quantities and nmber of t ' h.
1� rips reqummd N011
vary. Please review the number ,of trips and quantities to injure that each, iter��. followsyour construction
&J.
schedule/production rates, ' Variances from -sur estimate and your schedulel'pr'oduction rates will be billed at the
indicated wait rates. The result may hpL a d%eerease or increase in the taIAl testing and znspectiori -costs. Scope of
senri-c-cs for the pxoject ha-ve been outlined belviv: .
-�36,200
SF Wood Structure The Scope. of Services includes; 1) soils besting �d inspection., 2) concrete
testing and inspection, and 3) asphalt -Lestincr and inspection.The-i scope ngy be adjusted based on the actual
special inspection r�ast�.wil�1'.
9.9ulrements. be o1i the actual nuinber of trips/tnne for tesffi-tu and
inmections.
A detailed explanation of #estinerIznspect-ion items for each phase of coustmetion has beenprovidedbelaw:
• soils — Fill placement monitoring and compaction testing Nvill be pe,,r�ormed tbrou hout fhe project. Cicoteohnical ob
9 se:nrations will also he
Terformed durincy stripping activities and at footing bearing, Surfaces.-
• Concrete —his estimaicis based on tic assumpdon that swictural concrtt,. mri at die International Building bode minimum
intenk a I s of o n e -set o f 4 co nciete'c y i ind ffs for eaz�. 150 cubic yards or fraction thereol'of each concrete mss pi ar,,-La..d u-acli day.,
I
•
Asphalt— Monitoring of placement and density tesEng will No performed. Asphalt cores will bt take -n to verify t173ckne55 and densitV of
asphalt and tc perfom nuclear gauc.--c correlation.
It is 7viTl's intention that our services will coirplem
ent your etlort-s towards maintaining the highest standards
of quality. pease let us knoAv if you require additional inf'oxvnatian. We thamk you for considering our firm mid
look --forward to ivoTking with vou on this praject.
Respectfully Submitted
, - � _ .� , .�
Maier"als T'zstincy & ins ection, Ing.
MAY*
4 2007
Maxx Ding - . -1
U1� 4����
Eastern Idaho Al'anagej. _ ------�-�-,�....�.,_. � �
1230 North Sk,,Mria. Drive, Site. C
A Idaho Fa!ls, Idaho 83402 (208) 529-82A2 Max (208) 52M911
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8 19 2007 11 ASC HPmft%,LnSERJET FAX
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PACZ 42 OP 4
M IALS Rpavjs�oK DATg W1012IM7
ATER
TETING
- FA LLs\F703 3 5 -r B TL) I B C USTOM LDS
0-
IINSPC-CTION'
LJ Env[ r � nt I ery yes 0 G e t n al. Er in i I r D on tr u ori a"LeT i i1 ions
sti Services&
Tl= fel l owi n t of services vii!q based an currrnt zqtandard rzL- .d �stiniat�d p j 1: quantities- Inspecti rL and testirg ti'm e bas'.--.d on h i oniI
iELVCC-_ flICY Will bC c P6r- rt oil --ie cc)nftmctor"s'scbeduJo 6f actiirities and changesin prgj pct &ccpr, or meq uircro encs, If-no cast ig ;ghowml l a ELs3ociateA cost itzm
is not rc.u r-d or Yffli Ned, :provided by others. The costs below t ra.zbL-A using d ELS. rateFz (7:00 � do 5:30 : Pte, - Work not performed during Che nomml orl on
day is subj ect to b t bilTod at 1. 5 tim es -the. day r to, Hourl y res wi11 be chaTyrd fiom porta. to pow,. _i his is a I i rn o an d mateTia15. guotc.
Item 4 of Trips U n i ts 0 of UnIts ate Totals
SOILS MPECT16N & TESTING
Field Densfty Testing 02922 27 Igo urs 1 i 0 $40.DD 541400. 00
PTGot r De 981 1 5571T9 T1 80 each 3 5125,00 $375.00
A Sieve Analysis- Coarse, & Fire C117, C I 361TI I T $75.00 $226.00
ff r e rg Limits D4318)TS9, T90 each $75. DD $0. DO
Samplia Pick Up 2 hours 0.00 $241.00
Staff Geologist , R a 4 h ou rs 16 $s 5. Do 1 x040,00
S ub-Total - $6,280.00
i E iE INSPECTION & TESTING
noels [rpe or- 0 hours 120 $40.DO K800,00
nrete Cylinders Q'39FF22each 120 $15.00
Cylinders Pim Up 3D le u $40.00 $2,400.00
I u �-Tot2l $x,000.00
MASONRY INSPECMON & TESTING
Mssbnry Inspector hours 540.00 $0.00
Mortar Cylinders Strenath C1 09JTI0 5 S.at Df 3 $45.00 $0.00:r
Grout R�$ms C 1019 set of K, 00 Flo
CMU Compressive Strength Prisms) (Grouted) C1 314 Sat Df 3 $225,00 SO.00
CMU Compressive Strength Sick On1 140 .sa1 Df 3 $75,00 SO.00
CMU orption,ansa Wisture 0140 Sat of $1100. DO $0.00
Sub-Total $0.00
L INSPECTION & TESTING a
tru to ra I Steel Inspector 2 h Du rs $65,00 _
Ultrraso n1c In spectio n AWS +1.1 z [Dur $7(100 50.DO
T Fa Shop Inspector h co u rs $50.co
1=G pr fir)q Inspectof haur $50.00 .
Bond Test cf Fire-proofing E726 a ash $25.00 $0.00
Density of Fireproofing E505 SSOZO $0.00
dub-TD 1 $390.00
sph a It Fi ld Density Te st ing 02922 4 hc)U vs 32 $40,00 $lp280.00
AsphaltCar,7ng D979 hogs 4 $125.00 5500.00
Asphalt Corepe iris Gravity, Height, Diameter, Weight each 12 $25.00 T
ol�sph nit GontentbyIginhion Method D6S07M0B each $100.00 .
Mechanical Analysis D5444 a $55.00 IS0,00
Sub-Total $210BO'.00
mise, ITEMS
ala `.1 Tr I D riles 0 i40.0
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.q 7 t[ProjectM 2 4 i - 9 . a mated a $21,2,45mOO
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1230 forth Skyline Drr et t=% C* Idaho Falls, Idalho.83402 (208) 529-8242 Fax (208) 529-6911
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Mir 19 200`7 11: 34AM
MATERIALS
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?AGE #3 4
REVISION DArE 311912007
FALMP70331S- BYU 18 0 u rm m La
STAKE, DOC
❑ Special Inispec#icans
PROFESSIONAL SERVICES CONTRACT
THIS AGREEMENT is made and entered into eff6ctive this N[4nday. Marcie _ 19 �007 by and belhoreen THE CHURCH OF JESUS
CHRIST OF LATER DAY SAINTS {"CLIENT"} and MATERIALS TESTING & INSPECTION, INC. ("CONSULTAN-1-0} and is made with
reference to the tol f Q -wing facts' an d tablecfives:
RECITALS;
WHEREAS', 'CLI F= T intends .to have MT1 Perform Spsoul Ir potion nd testing in accordance with the Proposal osaN E h ibit 'for the
BYU1 8 Custom Stake urg, ID (hereinafter mforred to as the Proiecf').
'
W, THEREFORE, in consideration of their mutual covenams, CLIENT T and CONSUL T ALIT herein a r in respernt o'j the performance o
prc3fessional materials testing and. n tru i n inspection services by CONSULTA T and the payment for those services. by CLIENT, a set
forth b Imo, Verbal authorization of work, activities constitutes acceptance of th rs tro sal.
i# SCOPE OF SERVICE. The. services to be par-fornied by CONSULTANT under this Agreement ars described in Exhibit W' attached
h r t � and in r�orated herein b this reference though fLilC set for�h. n estimated u nidi I wntained in Eiii it "A" ore
esti,mates onlyand CLIENT agrees that CONSULTANT is entitled to payment for reasonable S'a.-Tvices rendered in excess of 1h
est irna�ad quanti ties ar dlor cost figures as descri b in Exhibit 'K@
[I. PAYMENTS TO CONSULTANT, CLI ENT shall pay CONSULTANT for ti -iia services. render hereunder ire acwt-dance with the fee and
,
Payrne_,Lnt scheduleattached hereto as exhibit "A". CONSULTANT shelf submit mDnthly statements for services rendered ard' for
reimbursable expenses incurred- Administrafive a n l r management time for report r 'jand preparation, schedule c,-hanges, and
other pr a t related activities will be addL,d to the inspect&sftechnician-s time. All rnonthly 4statemerts subMitted to CLIENT shall be
due and payable t the time of the billing, ur l , ath i pPel d in this r rn nt. �.� T ik LT T Mthin
thirty days after r cchlpt of mon-thly statements for s rv[cemrendered and f r.reimbLir a l expenses ire urT d, CLIENT agrees IM pay
one and a half p r at (+1 t ri o) interest per month until the monthly statements are paid in full. CLIENT further agrees that norpayrnent
p
of monthly l e nt beyond aei of -free 7) day period ri titat s a material breech of this Agreement with the excaption c)f
reasonably disputed amDunts that _upon written not! from CONSULTANT, the' duty, obligations and respconsibildies of CONSULTANT
under,this Agreement are teor iri t' i. 'In such event CLIENT shall promptly -Pay CONSULTANT fbr all fees, cl argas and
outlined in -Exhibit pro id ed by CONSULTANT up -to the date of termination,
III- SERVICES- CONSUL7ANT will a i for CLIENT in a profess Jo al annEw, Using that deg rats f care and ski] I ordi narfl exercised L and
consistent L f Landrd tl rffrnlrtij r r Similar 1aiit C)f th= roj e 9twCONSUL7ANT makes n
T
warranty,, either expressed or rrnp] i , as to its findings, recdrnm ndatl ns, specifications or professional adviDa. CONSULTANT il[
provide only those senFioes that, in the- coption of CONSULTANT, lie wit[ Irl the -01LEachnicnI and professional areas of a 'Se of
•
-CONSULTANT as set forth in Exhibit "A' and which CONSULTANT is adequatEdy Staffed and equipped to perform. CLIENT serail
r que t in writing if CLIENT desires CONSULTANT t provide services outside of the scope of services described in Exhibit -A!,f
atta h d hereto_ CONSULTA14T shall advise CLIENT in writing of any services that lie outside the tea rii i and professional expertise
f CONSULTANT.
,
IV. SAMPLE DISPOSAL, Unless othsrwisa agreed to 'in writing, samples removed fron-1 Project site by ConsL.jltant to its laboratDry wifl,
upon rrpl�tion of is tin , be disposed- by CONSULTANT- CLIENT further agnea the scst for deposal of HazardMaterials to
InclLide the 6haraderizaton CDStS shall be borne by CLIEN7-
V. UENT' E P -14SIBI TIE -Ir GLIENT Dr CLIENT'S a6thcri d representatives Will provide 00NSLJLTANT with all reprised and
updated pleas, specifications, addenda, changE2. o edam, approved shop, drawIngs and any other inform,ati on for the proper performance
of COMSULTANT pursuiant to this , ree meat_ CCN'SULTANT shall not oe responsible for any, errDrs and/or omissions in the
r;.m.rform n p, of CONS ULTAN—CS work or rendered r Irl yin g from CLI ENT` fa !hire 10 provide CONS ULTAN7 with revised and
updated plans= specifim2flonq, adde.,ndal change orders, proved shop drawings and other inforrnation for the proper rperformance, of
CONSULTANT. �LJ F_N ill arra n
g� and prcvide access to -each area in w_ich it will be necessary for CONSULTANT to perform •st
WOr _
' I. INSURANCE. CJS U LT T shall secure and maintain th rot,igho ut the furl per)od of this iean1 an 4 suffident insurance to protect it.
adequately from daims under applicable Workmen's CampeneSafion Acts and from claims for bMlly injury, death or property damn
ge as
may arise from the �nForm•an a of serviicEas under this Agreement. -in addition, CONSULTANT shall secure and mit ain throughout the
full pariod c)rn, rpt sufficient Pr s i n l Liabi lit . insurance to protect it adequately from 01'ims arising rom errorsor omissions
• __ ,w ,ti . ltrn fFom Prc)fessional Services*
VIla'p E EPTiV4S . F CONSULTANT'SRESPONSIBILITIES. CONSULTANT -shall riot be re pons'ble for acts and/or or issi
cFns of an
.._..
pa y or pafties partiesirG1 e r ;the design c)f the Proje ct or the fallur ny, Contractor or S u bcon tra ctor .fro construct
Ul r e t in m e ith'the nlra t documents, or in accorcin With, recom rn dations nt incd in ars correspondence ar .ritwi
recommendations issued N LT NT. f S LJ LT NT i riot auth o rued td rev oke,, alter, ral � [�cr r* rl any
At - r I ri :rMent of . e PC6LOU pe iF t Dn a other- 'contract �do urnent nor to Tone or acre t t n ori n of the r
specifically a utPoT in riding' by -CLIENT or his aut r[ d representative,CONSULTANT a[l not have the rp t of T i ti n or tip,
. -.! . ht to stop wo*, exempt far such p riDd a may required to cohd earn fin testing, cr ins action of operations
f
_ � �covered by this
}Cftyline Drive, Ste.,C Idaho Falls, Idaho 83402 (203) ' 9-8242 Fax 208 522--3911 . "$1 h
Fla -
T y • p [I+nt]i fl --•y d WNW.Mti-idcom • • Finrm XX)M Rey D
MAr 19 2007 11: 35AN
MATERIALS
TESTING Er
HnEIJET FAX
p.4
PAGES' OF 4
RAS [ON DAT E 31tSIMT
. '�
POS
•
STAKE . DOC:
•
INSPECTION '
Environ nt .l i I n .1 Engineers n Z11 Con � t 4ion i~��i � �r�i Testing 0 Special Inspections
Ag
r nt.CONSULTANT sf� f l not i i for carriages resulting from Lane actions iD� in i.Dn of any gcvemm�n+ I agencies,
including but not I_011to, permit pry in , enviroMjnental impact reports, governmental b0d n 'Inspectbns, dedications, general
pleas and amendmenIs thereto., zoning matteTsT annexations Dr consolidatons, tine 6r mnditional Lyse permits ancilor bUding permits.
111. CHANGES IN SCOPE OF WORK. CLIENT, w1thoul invalidating this Agreement may order changtes in the scope or character o
services andior work performed by CONSULTANT, either decreasing or increasing the amount of CONSULTANT'S work or servEoes.
X11 such changes in the r ancVor services performed b CONSULTANT shall d authorized b a men change order sign if b
GUENT T ted ' hall be performed under theapplicable- to rm s and Go nd i d ims of this Agreement. CONSULTANT stiall not be obligated to
perform any changes in the scope or char r o- thie warkand/Dr services until ULT T 's in re ,e pt of a written C-;hange order
sig rid by GLI El T 'nd signed by CO N S U LTAN T indi catjng its a g ree rneat therewith
1X_ LIMITATION OF LIA JUT . Should MT1 ar any of its professional employees ba found to have been negligent in theffo rr.a i of its w'6_*T
or to have made and brenchod any express or implied wnrranhy, rept-aer<tation or rtra�t, ClIant, all parties claiming through Client and all
parties claiming to have in any way relied upon MTI's work, agree that the mo urn aggregaba arnount of the liahility of MTs, its o rs r
ernpllcyaes and agEtnts shell be lirn dad to $25,000.00 or the total amount of the fee paid lo Mil under this Agreement Dr the limit of 2ny optional,
lien t -p ur h sed insurance, whever amount lc-, ' r e lar,
X. COMPENSATION. FOR SERVICES RENDERED. CLIENT r gr�i a� fiat 0 estimate noted in Exhi ft (if pr i sed was obtair��d
through dint i . nt evaluation a the contract cfocurnents and schecluled disrussions With the Owner, relevant su rtrra t r and the
general cDntractor. CLIENT recognizes tai at the tinsting and l n pecu n industry, and the services randerad herein under this coritr act,
are schedule driven- and are as mandated.. bar the soheduling and moaning Dftfie nntractcr . Feld such items, for exam pl'e, as the
quantity Df concLreta placernent, field or shop steel weldirg schedules or masonry placernert d2Y& 2It r from that quoted thin our
pr pc sal! CONS U LTA NT shall be e ntitl ed to compens ation for+ sarvims rendered.
X1. OVERTIME AND BILLINGMINIMUM. CUE14T feCognj7aS the attached Exhibit "A7 which outlines billing minimum f boyars for
any servicas rendered on ,site. In addition, CLIENT recognizes that, Dn occasion, due to the schedule of ntraclor or r l v ni
subcontractors, occasional overtime % ill be encountered. Cue to the nature of tine construdon business, CONSULTANT will have no
notice o f 1h is until the day the said overtime a rcu r . CLIENT agrees to- cD p n s ate CONSULTANT for s uch F11 me.
X1I. LIMITATION OF SERVICES PROVIDED. The services provided pursuant to this agreement erg intended solely for the use and, bian-nefil
f the CLIENT as noted. cabove., No of sr peen or amity shall be ntitl6nd to rely on ffie sarvic;as,opinions, r ommerdaJon , planS, ar
spec i cation provided pursuant to this agineement without the res �d ri g nant of CONSULTANT -
X111.
1 , ULTi > T.XIII. INDEMNITY. CLIENT agrees to defend, indernnify, and hold CONSULTANT, its officers; d[reictors, amplayeee, agents sird indpend ni
contractor harmless from 2ny and all claim.3. suits or Jabilitv for personal inj ur , death, illness, property damage, damage to' natural
morar ;.=.1 3 fine Dr Pe na Ity tris irig cor all egecl to have -arise n out of pefform an ce, of CON SLSLTAI T' work to the nt th at such 6 l Lms or
damages we re b us to the negligence. of the CLI ENT, except to, the axis r t du e to gross negligence or intentionally on l Conduct of
CONSULTANT. CLIENT further aGrees to compensate CONSULTANT for all costs, expenses and fees reasonably incurred in
defending any tib claim,. including mart costs and -attorney's fees. In the fent CLIENT shall bring any action against I ALTAI T,
tD the extent CONSULTANT prevails 1h such action, CLIENT shall proviJe the ame compensation.
XC : PROVISIONS SEVERABLE; The unan-forceablIfty orJnvalidity of any pression or provisions hemof scull not render any other" provision
r provisions uranforceable or invalid. klothing in the Agreement shall°relieve any party from its respwsibillt�es under* law n contract.
Thisgr meat o t in the entire and nt r� t Agreement �� n CLIENT` and CONSULTANT and supersedes all prior negotiations
rep.resentations, or agreetents, either wfitten on oral* This agreemert cannot be amended or modificad except by a writan .A r er.L=
executed b each Of tl�� Parti s I r' to. Thi re mtint i ��r r+�d L tb I f t tof Idaho,
IN WITNF=S%SWHEREOF, the parties hereto have ex buted'his A'qrt5ement as of the date and year first above writ n, c-�t Bofsbawd, Idaho.
Co Itant: °Client:
4
Materials Te&ting n Inc.
Curnp- n -/Name
Naime & Ti
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1230 North Skyline Drive, Ste, - m Idaho Falls, Idaho 33402 (208) 4 0 (203) 0-691 1.
- nr VPrr'ANd_co a %AjVVWrrnfFiCj.Garh Fora . Y� .,Rev
Nielson - l Bodily& Associates Pa
� )Architects
TRANSMITTAL
0 John Adams Park -way a P.O. Box 2212 * Idaho Falls, rD 83403-2212a Tel ?gone -8779,0 - -208/'522-878
�v
Date.- March 15, 2007 To.. Cityof Rexburg
12 North Center Street
Subjeet: BYU1 8 Custom Stale Rexburg, Idaho 83440
Center
TRANSMITTED HEREWITH:
-Remarks:
Nielson Bodily & Associates P,4
Marci Serr
MAY 2 4 2007
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May 23, 2007
Bodily & Asso " tes P
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rch tects
Val Christensen
City of Rexburg
P.O. Box 280
Rexburg, ID
Project.-
Dear
Val,
990.1ohn Adanis Parkwalv * P 0! Boy; 2212 v Idaho Falls, ID 83403-2212@ Telephone
83440
BYUI 8 Custom Stake Center
Thank you for your time andmeeting with me recently to discuss the items that we needed to
address on the referenced project,, Attached you will find a copy of the City Review
Comments, together with responses fox each comment and associated materials.
If you have any questions,, need further information or need to discuss any of these iten-is,
please feel fres to contact our office. Aga -in, we appreciate the opportunity of working with
you.
Sincerely,
Nielson Bodily & Associates, P.A.
Scott L Nielson, ASA
SLN/i-nrs
2-11�1n-oI&2�
Scott L Nielson,A.I.A. Kevin R. Bodily, A-1 A- James H. Wyatt,.A.u. -%,
Members of Tie American Institute of ArchRects
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10/01/Q5
LDS STAKE CENTER
+iOL
Period Billing Grow
[usage crib � ion
.FE
SEWER
472 WATER
**PAYMENT**
GARBAGE
SEWER
452 WATER
PAYMENT
GARBAGE
SEWER
1018 WATER
PET
GARBAGE
8 SEWER
446 WATER
**PAYMENT**
GARBAGE
40 SEWER
-1Q6 WATER
Reading
Date Ty
03/29/D7
03/29/07
0/15/07
02/15/Q7
01/15/07
01/13/07
0
Group Period
Amount Total
48.00 322,10
71.50
202. 60
48.00 316.73
71.50
197.2
48.00 .
71.50
357.26
48.00 315.13
71 * 50
195.63
48. 00 209.59
103.98
57.61
)0z
,375 Page:
Account
PaymentsBalance
-_ -_ -- _ _-_---_-
322,1Q
-316.73 0.00
316.73
-476.76 0.
476.76
-315.13 0.00
315.13
209.59 0.00
209.59
**PAYMENT**
-239.13
0.00
GARBAGE 48.00 239. 13 239.13
40 SEWED. 103.98
4.0 WATER 87.15
*PAYMENT -7
8.26 0.00
GARBAGE 48.00 239. 13 479
40 SEWER 103.98
0- WATER 87.15
FEE 48.00 2 3 9J -J 239.13
40 SEWER 103.98
40 WATER 87.15
* * PAYMENT -239.13 0.00
GARBAGE 48-00 239.13
40 SEWER 103.98
40 WATER 87.15
RECEIVED ON -239.13 -239.13
.
00
GARBAGE 48,00 239.1
SEWER 103.98
ATF 87,15
RECEIVED ON -421. 65 -421 6
GARBAGE 48.00 246.650.00
SEWER
421.
WATER -94-67
GARBAGE 175.00 175.00 175.00
1nnin
Reading
348
1325
328
1325
308
1325
Ending
ailing
304
1331
348
1325
328
1325
Adjusted
Meter
B1.1
Usage
Number
Fg
Code
-4
1
9$989125
W10
20
E
1
98989126
E
W10
20
E
Z
9898915
E
W10
Meter
Dial Co St
Number
No Cd Fg
8989125
1
9$989125
2
9898925
1
98989126
2
9898925
Z
9898915
2
Account 90-25740,00 LDS STAKE CENTER Page: 3
Per Reading Mt Beginning Ending Adjusted Rd Bill Meter Dial Co St
'No- --Date- Ty �Read3ng� `Reading` -^-_ ^ 4 Usage Fg Code Number Na Cd F'g
0612 12/15/0-6 288 308 20 EW05 98983125 _ __ __ �.�
061.2 12/15I06 1325 1325 Q E W10 98989126
0611 11/29%06 258 288 20 E W05 98989125 1
0611 X1/29/06 1325 1325 D E W10 98989126 2
061Q 1D/17/45 253 268 15 W05 98989125 1
0610 10117{06 1315 1325 10 W10 98989126 2
0E09 03/19/06 209 253 44 W05 98989125 1
0609 09/19/06 1Q81 1315 234 WZO 98389125 2
0608 08/17/06 190 209 19 W05 9898315 1
0608 08/17/06 864 1081 217 W10 98 89126
4607 07/19/06 167 190 23 W05 98989125 IL
0607 07/19/06 661 864 203 W10 9898126 2
0505 06/21/06 116 167 51 W05 98989125 1
060E 06/21/06 1.88 661. 473 W10 98989126 2
0505 05/19/06 79 116 37 W05 98989125 1
0605 05/19/06 2 1.88 186 Wla 98989 25 2
0504 04/14/06 134 79 -55 W05 98989125 �
450 04/14/06 D 2 2 W10 98989�2G 2
0603 03/15/06 114 I34 20 W05 03280 �
0603 03I15/Q6 D Q 0 W1a Q3281 2
0602 02/15/06g4 114 20 E w05 03280 1
06 2 o2/�slo� o o a E woo 03281 2
060 01/15r06 74 94 20 E wog 03280 1
0601 01l15106 0 Q 0 E W10 Q3281 2
0512 1.2/15/05 54 74 20 W05 03280 1
0512 12/15/5 0 0 0 W10 03281 2
051 11/19/05 54 54 0 W05 03280 1
Billing Records:
Biles Cd
WU5
W10
SUS
G04
Description
It METE.
NO METER CHARGE
IN SEWER
D PTF
ALL
***** Inquiry Printed
Date:
Time:
User
04/10/07
1:
7
Start
]DI
Units
Meter No
9898925
98989126
989891.25
sr w
Acciount
Ae
1Q--41400 . 0
DS N REXBURG STAKE
Bill
Adjusted
55-13
0703
Period Billing Group
Per
02/15/07
Date
Usage Description
0612
07%22/Q5
00
0511
RECEIVED
ON
0506
06I30I05
E
GARBAGE
09/15/05
E
068
08/15/06
E
SEWER
07/1$/06
�
0606
d6/14/Q5
�
WATER
D5/16/O6
�
Q6/16/05
04/12/05
�
RECEIVED
ON
0505
05/31/0
02/15/06
5
GARBAGE
01I15106
�
0512
12I15105
�.
SEATER
11/16/Q5
E
X510
10/17I05
E
WATER
09/14/05
�
05/25/05
0$/15/05
�
RECEIVED
ON
0504
04/30/05
06/14I05
0575
GARBAGE
543
1
?258 0
410
�
SEWER
2
�
72168
25
�
WATER,
04/2Q/05
RECEIVED
ON
0503
D3/31/05
GARBAGE
SEWER
NATER
03%21I05
RECEIVED
ON
0 5 02
a2/2
8%05
GARBAGE
SEWER
WATER
02/18I05
RECEIVED
4N
02/14/05
RECEIVED
ON
0501
01/31/05
GARBAGE
a
Per Reading
No Date
BURR
Adjusted
55-13
0703
03/28l07
0702
02/15/07
0701
a1%15/p7
0612
12115/06
00
0511
11/29/06
.
74.13
62 ,
-232.78
96.00
4*1
2
-184.78
-184.78
0610
10/13/06
E
0609
09/15/05
E
068
08/15/06
E
0607
07/1$/06
�
0606
d6/14/Q5
�
060.5
D5/16/O6
�
0604
04/12/05
�
0603
03/25/05
1
0502
02/15/06
0601
01I15106
�
0512
12I15105
�.
Q511
11/16/Q5
E
X510
10/17I05
E
0509
09/14/05
�
0508
0$/15/05
�
050?
07/15/05
�
0505
06/14I05
0575
05/15/05
SEWER
T E
MtBeginning
Ty Reading
7017
75567
75538
75509
75480
75451
75148
75001
74918
74638
74084
7953
74148
7419
74090
74061
74032
74003
73823
73123
72580
72170
?2168
72143
Group
Amount
-243.53
96.00
92.40
Adjusted
55-13
Reading
-253.73
96.00
Fg
92.
40
65-33
-276-29
76017
.
00
92.40
87.89
-232}7
29
.
74.13
62 ,
-232.78
96.00
4*1
2
-184.78
-184.78
00
65
48.00
74.13
E
2
29
Period
Total
-243.53
Adjusted
Rd
Reading
232.78
Fg
243.53
0
Z
76017
450
�
--253.73
Adjusted
Rd
Reading
232.78
Fg
253.73
0
Z
76017
450
�
-276.29
Adjusted
Rd
Reading
232.78
Fg
276-29
0
Z
76017
450
�
-232.78
Adjusted
Rd
Reading
232.78
Fg
0
0
-232.78
232*'7
-1$4.7$
-184.78
184.7
Ending
Adjusted
Rd
Reading
Usage
Fg
0
0
Z
76017
450
�
7567
29
E
75538
29
E
7559
29
E
75480
29
E
75451
303
�
75148
147
�
7:001
$3
�
74918
280
�
74638
559
1
7KIf]54
21
74063
-85
�
741148
29
�.
7119
29
E
7090
29
E
74061
29
�
74032
29
�
74Q03
180
�
73 R 2 3
700
73123
543
1
?258 0
410
�
72170
2
�
72168
25
�
Payments
1
A
Account
Balance
0.00
243.53
0.00
253,73
0.0 0
232.x'8
Meter
0.00
Code
Dumber
No Cd F'g
276.29
00308
Z
i
78
�
0.0 0
232.x'8
0.00
184.78
369.55
312 E 2mdA1
Bill
Meter
0.00
Code
Dumber
No Cd F'g
232
00308
Z
i
78
�
0.00
184.78
369.55
312 E 2mdA1
Bill
Meter
Dial Co St
Code
Dumber
No Cd F'g
W04
00308
Z
W44
00308
�
W04
00308
�
W04
00308
�
W04
00308
1
W04
00308
�
W04
00308
�
W04
40308
�
W04
00308
�
W04
00308
�
W04
0030$
1
W04
00308
W04
00308
�
W04
00308
�.
w04
00308
�
W04
00308
�
W04
00308
�
wog
00308
�
W04
00308
�
Wo4
00308
W04
0030s
1
W04
00308
�
W04
00308
�
W04
00308
�
Account . : 10-41400.
LDS N REXBURGSTAKE CTS.
Per. ReadingMt Beginning Ending Adjusted Rd Bill Meter Dial Co St
�No� `-Date-- Ty `Reading--ReadingT Usage F9 Fg Code Number No Cd Fq
05 0 4 a 4 / 12 / 0 5 71975 72143 167 � W04�-- 00308 --�� -�-- -- 1-
* Inquiry Printed ***
Date:
Time
Os
r�
Ldev
04/10/07
16: 45 : 24
deborahl
Account
WIN
10-07200. 00
agog
08131I05
337.93
-93
08/12/05
-196.70
337.93
0507
07/31/05
i
0 9
-325.04
325.04
79.63
07/22/03
-366
366.
0506
06/30/05
. 09
-392.70
392,70
-114.54
114.54
a6/16/a5
362.09
0505
05/31o05
0.00
0411
11l29l04
4
0410
10131I04
10/13/04
0409
09/30l04
09/20/04
048
08/31/04
Q8/13/04
047
07/31/04
a7/15/04
0406
05/30I04
06/14/Q4
0405
05/31/04
Period.
Usage
LDS N REXBURG FIELI
Z' 67
Biding Group group
Description Amount
WATER
RECEIVED
WATER
RECEIVED
WATER
DECEIVED
WATER
RECEIVED
WATER
RECEIVED
WATER
RECEIVED
WATER
RECEIVED
WATER
RECEIVED
WATER
RECEIVED
WATER
ON
ON
WIL
ON
ON
ON
ON
335.78
-337.93
337.93
-93
196.70
-196.70
337.93
-79.
196.70
-79.63
79.63
-325.04
325.04
-366
366.93
-299.26
299.26
- 62'.
362.09
-392.x0
-92.70
-114.54
114.54
i
0 9
Period
Total
335.78
-337
337.93
-196.70
-93
196.70
337.93
-79.
63
-325.04
325.04
79.63
325.04
-366
366.
.93
93
-299.26
299.26
-
362:09
. 09
-392.70
392,70
-114.54
114.54
.26
362.09
Payments
) G�o k r"I
Page:
Account
Balance
335
.7
0.00
337.93
0.00
196.70
0.00
79-63
325.04
0.00
366.93
0.00
0.00
0.00
.26
362.09
392.70
0.00
11-4#
0.0
4
Per Reading Mt Beginning Ending Adjusted Rd Bill Meter Dial Co St
-Na� � Date
�- Ty `Reading -Reading- --Usage--y Fg -Code Number Na Cd Fg
CURB 55119 0 0 2SPRK` 00067�-
0703 03/27/07 55119 55119 d 2SPRK 00057 �
0702 02/15/07 5514 55119 5 E 2SPRK 00067 1
0701 01/15/07 55114 5514 Q E 2SPRK 00067 �
3612 12I15/06 5514 55114 Q E 2SPRK 00057 1
0511 11/29/06 55114 55114 0 E 2SPRK 00067 1
0610 10/13/06 544-90 55 114 624 2SPRK 00067 �
0509 09I15106 54023 54490 467 2SPRK 0447 1
0608 08/I5/05 53365 54023 658 2SPRK 00057 �
0507 07/17/05 52571 53365 594 2SPRK 00067 �
0506 06/14/06 52059 52571 612 2SPRK 0D067 �
0605 05/16/06 52086 52059 -27 2SPRK 00067 �
0604 04/12I05 52355 52086 30 2SPRK X0067
0603 03/15/06 52056 52[356 D 2SPRK 0067 �
0602 02r15/06 52055 52056 0 E 2SPRK 00067
0601 01/15/06 52056 52056 Q E 2SPRK 00057 1
0512 12/15/05 52056 52056 Q 2SPRK Q��67 �
X7511 11/16/05 52056 52056 0 W05 00,067 �
0510 10/17/05 51686 52056 370 W05 00057 �
0509 D9/14/05 51199 51686 487 W05 00067 �
0508 08/15/05 50716 51199 483 W05 00067 �
0507 07I15/05 50229 50716 487 wog 000-67 �
050 06/14105 50005 50229 229 W05 00067 x
0505 05/15/05 50003 500052 WDA 00067 �
0504 04/12/05 50003 50003 0 WQ5 a0D67 1
0410 10/19/04 49540 5�Q�3 463 W05 00067 �
0409 a9/24/Q4 48999 49540 541 W05 00067 l
04D8 08i17/04 48584 48999 415 W05 0067 �
0407 07/14I04 48052 48584 532 W05 00467 �
0406 46/15/04 47463 48032 589 W05 00067 �
JaNell Hansen
From:
Sent:
To:
Subject:
Richard R. Horner
Chief Financia! Officer
city of Rubura
PO Box 280 (12 N. Center)
Rexburg, Idaho 83440
208-359-3020 x327
0
Richard Horner
Monday, June 18, 2007 �Z;q1 PM
JaNell Hansen
RE.- ByU1 8th Stake Center
rich ard CcDrexbu.or
-C)
From: JaNell Hansen
Sent: Friday, .dune 15, 2007 9:54AM
TO.'@ Richard Horner
Cc. Jahn Millar
Subject: BYUI 8th Stake Center
M1
This is what I calculated for the Stake Center Street Impact fee. Let me know if this i
the builder know the total fees due. They want to get their permit the firstpart of n��kay` today if possible, sa
Thank You, t week.
Fees base on 9/1000 sq. ft.
37713*9/1000=339.42 trips per day
$16-80*339,,42=$5702.26
JaNell Hansen
Boding Safe- .y. Coordinator.
Rhone: (208) 9-3020 ext. 326
Fax: 20- 359-3024
CI -TY OF
11
5 V,
I can let
JaKell VAansen
From:
Sent:
To:
Subject:
John Millar
Sunday, June 17, 2007 11:00 PM
JaNell Hansen
RE: BYU1 8th Stake Center
This looks like the correct numbers to me.
Thanks,John.
From: JaNe.11 Hansen
Sent: Friday, June 15, 2007 9:54 AM
To: Richard Horner
Cc: John Millar
Subject: BYUI 8th Stake Center
F
Cj
[ not sure if I have approved the plans but i am okay ►r�►i everything to go.,
This is what i calculated for the Stake Center Street Impact fee. Let me know if this is okay, today i� possible, so I can le
the builder know the total fees due. They want to get their permit the first part of next week. �
Thank You,
Fees base on 9/1000 sq. ft.
37713*9/1000=339..42 trips per day
$16-80*339.42=$5702-26
JaNi"ell Hansen
Building Safety Coordinator
Phone: 208 359-0
1 x (208) 359-3024
Email: 'alllit lig• sOrg
W
F
I Fr -A
w' Al
I
A
Y
-Odw.
Bureau of Occupational Licenses
Department of Seib Governing Agencies
The person named has met the requirements for licensure and is entitled
u nd e r t he laws and ru le s of the State of Id aho to op a tate as a(n)
CONTRACTING BUSINESS
l i 'I sit
.—.�
!yc-
D NAL . d ErAL
1084 NORT.
� a,40tIVE
I WF d, 2
DAk
f
Rayola Jacobsen
Chief} ., L,
RCE -1448
Number
■
1111712007
Expires
4
f
i
1
d
Plan Checklist for the 2003 International Building Code
Name of Proj"ect:
USE AND OCCUPANCY
14.
a.
3.
3.
4.
Classification as per Sections 302. I & 3 3 thxu 312
incidental use areas see Table 3 02. 1. 1
Identify if mixed vccupancy exists. Yes or No If no then skin #3 bylaw.
Accessory Space (10% or under)
_W
Nonseparated Mixed Occupancy as per Section 3D2.
Separated Mixed Occupancy as per Table 3 02.3.2 Identify on plans Fire Barrier Walls and/or
Horizontal Assemblies including the racing
If Assembly Occupane2E
y e 'sty, is �t 750 sq. ft, or less as per Section 303.1 or less than SQ accu arts
as per 5ection 33.1.1p
Cn-verpil �IIC�� � C• ono G o. -.I-; ,-..... A I'rS A 1 .. I .
Underground
��L �������1 �+��Hirxur�r.s see �e,�tion 404. R�3;i�;,�nQ ��b c;��.
�r�lotor Vehicle Occupanciessee Sectionsee Secti+�n 4DS. Motzan Pxcture Prof ti n
seLtion 410. Speczal Arn�usemeni B d' gs
Sectzon 412. Combusfible Storage e e___
6
&IJ 0�.%. r,]GLLIUJA '`FVJOccupancies see Section 447. 1-3 Q�cculess see Section 4Q9� ta�e� anr�
eCtion 4I1. I'�ircraft RPIntQ� no
3. Hazardous Materials see Section 414. I�[-
��-'�11���3 ��G .�ccti�n 4 1�. .� i�t,ofn qt' F'lammable Finishes see Section 416.
see Seciion 41�l. organic Caapi gs see Section 41S.
HEIGHT AND AREA
I . Area, First Floor Z
i 00 c:> ,Second Floor Ilam .71 �
2. Area meets requirements as ner Table, 50' (R
3.
4.
5.
6.
76
�. •••— �i�a w.a v.11iV Lllr
503. 1. 1) Yep No-)!�
Height meets requirements as per Table 503. Yes �
Buildings on same Lot? Yes-)< No ' If no then �Y
Regulated as Separate_ or Regulated as one Build
Height modified as per Section 504. des
No >
area modifed as per Section 506. Yes_ No
calculate increase.
i
4fl
hird Floor
�� � �- �J.
Total Area Allowed after Increase
8• Zero Lot, Line Bu,11dings se Se Tian 7051,
Buildings
see Section 507'."k
Drying Rooms
-I-- 3ection
'.d.
below to
Area Shown on Plans , , 7 vt�An
For Mezzanines see Section 505. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
I .
2.
3.
4.
Identify the Type of Construction as per Section 6Q2
Check allowably material for Type I and YI buildings as per Section 603
Table 601 - identify Bu*lding Element Ratings OKYC
Table 6Q2 - Identify the Fire
0 S. Resistance Ratings of ]Exterior Walls_Na-rWCheck Opeqings inE
704.8.1)/o Vlance with Table 704.8.(If sprinklered,
klered�,
gee Section
6• Projections meet requirements of Section 704.2
7. Check for vvindow v�er�ical exposure from roof below as per Section 74.1 0
8. Check that Parapets are not required as per Section 704.11
9• Are Firewalls used or required`? Yes NoIf no, skip # 10 below.
10. check Fire Is f r tructural Stability__ F - I' - re Resistance :Rating as per Table 705.4
Made of o cn title Materials (except Type V)� Horizontal ContinuitY, Vertical
Contin t nnection to Exterior Walls as per Section 7U5.5.1 Extend to
Hori Z t P ct' g Elements as per Section 705.).2, openings (no windows) as per
Sect n 7 5.S Check that Penetrations meet requirements of Section 712 Ducts and
Air ansfer Openings in Firewall. meet requirements of Section 7D5.1 Is
11. A.re Fire Barriers used or rewired?has required by table 302.3.2) Yes,,, - No If no ski#12 below.p
12.
check Fire Baffiers fir structural siab�lity as per lection 706.4. •� Openings limited to 25%
of wall.- Maximum opening size of 120 sq, ft. sunless sprinklered) A' Check that
Penetrations meet the requirements of Section 712, Iand Air Transfer Openings meet
the requirements of Section 712 and 716.,.
13. Are Shaft Enclosures used or required? Yes No---,VX-f no then skip # 14 below.
14. Shaft Enclosures meet the requirements of Sectian 707
15. .Are Fire Partitions used or required? Yes N� If no then skip # 16 below.
16• Check Fire Partitions for Structural Stability and Continuity as per SectJon 708,.4. D�vellinunits that ares V2hr. g
sprinklered are allowed separations versus 1 hr. Check that
Penetrations meet the requirements of Section 712.-V Ducts and Air Transfer Open'nLrs meet
the requirements of Section 712 and 716.V
17. Fire Rated Ceiling Panels meet requirements as per Section 711.3. L
AZOI-�
18. All Penetrations. in Fire Resistive Walls and Horizontal Assemblies meed the requirements of
Section 712.fjo-tw
19. Fire Resistive Joint Systems meet the requirements of Section 713., j --
2U. boars and Shutters In Fire Res.Wive Assemblies meet the requirements of Table 715.3.
21. Fere Doors are Self
22. Fire Windows or GI
azing conform to Section 715.4 and Fable 715.4.
23 , Fire and Smoke Dampers conform with Section 715.
A� -
24. Fire $lock�n� and Draft Stopping is provided as per Section 717y Stoppillgre u�redpartition 2s not
q at dine ng units with combined space of less than 30Q4 Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces)
25• Wall and Ceiling Finishes meet the requirements of Z,able 813.5 and Section
Z6. Floor Finish meets requirements of S ed'I
on 804.
�
FIRE PROTECTION SYSTEM
I - Is a Fire Protection System required for this bu*ld"ngin order to meet area, height etc. requirements?
Yes No If no skip 42 below.
2. List the type of system that is required N)'f,�. %�
3. Other requ*
'rements requiring Fire Protect -Ion Stems (check if needed) --
Group A AAs per Sectio 903.Z.1
Group F. (As per Section 903.2.2)
Group F-1 (As peer 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 Section 9Q3.2.1 a�
Ducts conveying Hazardous Exhausts (As per Section 9Q3,2.12. 1) X///; . L
Commercial Cooking Operations (Asper Section 903.2 ? 2
As per Table 903.2.13
T -P Sprinklersidentifted
needed in, 43 fist tYPe of system required.
If Sprinklers required by anv of the above A -re 1V�onators903.4911'W 0) and Alaxnas provided as per Section
4.
If an Alternative Automatic Fire Extinguishing System xs identified, does I meet the requirements of
Section 904?
Are Fire Alarms required aser Sections 907 or 94g`? YesPNo ifno then ski 44Q
below. P Tru
Do Alarms meet the requirements listed in Sections 907 or 908?
Is smoke control required?,(as peg Sections 40") 4)A, 4f)5kit41 ASections 909.) Yes
No If Yes, see
4h
1 0. H Occupancies may require smoke and heat vents as per Sections 4 15.6 and 41 0.
MEANS OF EGRESS
1. Minimum height of 7"as per Section 1003.2.y�/
2. Any protruding objects meet the requirements of Section 1003.3. IfIl
3 . The occupant load shown o plans. -111111111111111111111111111 7,�
5NW � � � � *�
4. The occupant load as per calculated by Table 1 004.1,2. ,�� ;,,� v G�, �,,�,� ��� —� � f
I n taA Tor
S. C�ecu ant load nnstckcl _ �- ���
-Y "aNCII, y uu�upancy as per Nection 1 004.3.
6. Egress width is identifed on pians.x
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 shall not reduce the
available egress e-,*-%acit to less thanSO% f tot VUP y o- -, t required. )r
9. Door encroachment does not reduce tie required egress width to less than 50% re aired.
10.1V�eans of egress Jos illuminated as per Section 1046._Av6p
I I - Illumination emergency power i i a s shown for means of egress as per Section 1 006.3.
12. An enclosed exit stairway s shown. Yes Nook' xf no skm 134W� IP # 14 and # 15 below.
13. Enclosed stairway has an area f refuge(as per Section 1007.6)�1
-
14. Area of refuge has 2 -way c a 0mmunica ionst4 instructions and is identified as per Sections 1007.6.3
1007-6.4 and 1 007-6.5. ,y� /�.f
15. Door clear Widths are a minimum of 32". Except as allowed by exception of Sect -ion 1008.
m
16. Doors swing Wing in the direction of travel where serving 50 or more persons or in a H occupancy..
� . � .�
17. Specialty doors meet the requirements of 1 008- 1.3
18. All egress doors have a I m6-11din�I
g on both sides as per Sections 1008. 1.4 and 1 008.1-5. )�
19. Thresholds are 'Identified as a maximum of V2" high, for swing doors and 1/4" 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). - I" -'K
21. Locks and latches meet requirements of 1 008.1.8.
22. Panic hardware is shown at required locations (Sect 23. Does a stairway exisYes
'*on 1008. 1 99)1. X,
t --X- 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 S(3 or less or as er Section
1 009- 1 ) V p
26. MA
10
riser is 7 inches and minimum tread is I I inches.
27. A landing is provided at the top and bottom of each stairway.
28. Maximum vertical rise without a landing is 1 2'. /V
29. Handrails are identified that meet th equirements of Section. 1 Q(}9.11.
3{]. 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 nl,�
32. Exit signs are 'Identified when over 2 doors are required for exiting. IVI'Ll"11 111
33 .. Exit signs are spaced no more than............ I apart or to the door. ,ri�-7ela
"4- 425" guardrails are shown whenever a walking surface is over 30" above grade.
�C
35. Amy roof mechanical equipment within 1(}' from ed e
36. Egress does notpass through �nte�vening has a g ardrail s-L-Lown.the interveningg spaces unless the space is accessory to the area se
space is not hazardous, -'k
37. If multiple tenant spaces exist, egress from. any one does not pass through another.
38. Length of common egress travel does not surpass requirements as per Section 1 0 1 .�.
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2
40. Spaces with one means of e��
ress mee h I
a. Occupancy A,�3,E,F,M -v fo owing maximum occupancy loads-A,b. � LT - -)U OCC.
Occupancy H-1, H-2, & 1-1-3 - 3 occ.
C. Occupancy H-4,, H-5, I-1, 1-3, 1-4, & R 1 0 occ.
d. Occupancy S - 30 occ.
41 Whprcl, tvun y•.,.n.��lm�lul4 14 0
�. x, �-.��� L6 ZUC -requirect, tney are a minimum of V2the diagonal distance of the space
served,rcipart or where the space is served by an automatic spr"nkler sys
tem, the distance is 113.
42. If boiler or furnace rooms aver SQD sq, ft. with btus over 400,000, two exits ar
mmrefrigerated room e prov'ded. -
43. Refrigeration machinery os and re
44. q -C09 s over 0 sqits. #�A. ft. have twoex111%,aI13 V egress comply with Section 1 0 14.6.AL-
45. Exit Access travel distance meets requi
0 rements of Table 1015.1.1�-
46. Exterior exit cones constructed in accordance with Section 1015,3 have
distance.74
47. Corridors are rated as Per Table 1 0 16. 1 , l00
48. Corridor wid
this meet requirements of Section 1 0 1 6.2.
49. Corridor dead ends are less tan 205 or 5p' for spniiklered occupancies B and
50. Corridor not used as plenum unless in a tenant space of less than IOQ0 sq. ft.
5 1 . The minimum number of exits for occupant load. meets the following:
1-500 requires 2 exits
50 1-1 0QO requires 3 exits
More than 1000 requires 4 exits
100' added to their travel
IN
-C
r
4P
W:
52. Buildings with one exit meet the requirements Of Sectfon and Table 1 0 18.2.
53. interior stairwells required as a means o-Oi
54- Space under stairs is identified
egress meet the requirements of Section 1 0 1 9. \<111",.55. Exterior as rated X
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.
,)6. Exterior ramps and stairways are protected from the,
inside of building as per Section 1 022.6. d!�
57. Exterior balconies, stai"rways and ramps are over I 0' from I t lines and other buildings on the lot,:;
58. Egress courts meet the requirements of Section 1 023.5.
59. Assembly occupancies -��
meet the requi*rcments of Section 1024. 45 1X0 t6 er cc*j 6. 1, -7
60. Window egress or better is provided.
eery
61. Vis provided as Sectionin ery sleeping room and any habitable basement,802.3.6 of the International Energy Conservation Code. `�
ACCESSIBLITY
I An accessible route connects all accessible buildings, accessible facilities, accessible elements,,
accessible spaces and the public right- of-way(exce t as excepted by Section 11 04).
addition elk
2. In to the required accessible entrances, 50°1Q of allublic entrances are
3. Accessi ble parking 'is provided as Per Table 11 XP accessible. /<
4. 1 0% of hospital outpatient parking*ble5.. is A accessi and 20%a of rehab or physical therapy. &4.
Van spaces es are provaded. (one ou. 0 f six and any portion)
6. Accessible parking is provided on shortest route fromaccessible parking to the accessible entrance. ...... X
74. Group I occupancies meet accessibility requirements as set forth In Section 1. 107.50
8. Group R-1 occupancies meet the requirements
rements of Section 1 1 07.6 and Table I I Q7,6.1, I ,
//�-
9. Where 4 or more apartment units, one level town homes or c lodlos are located 'in one structure
all units are designed Type B units as per ICC1ANSI 117. 1 unless on a upper level without
elevator service. P
1 0. Where more than 20 apartment unit., one level town homes or condos are locat d in aproj ect, 2%
but not less than one are designed as Type A units ts as per ICC/ANSI 117.
1 1. Wheelchair spaces (and compani
P on seat as per Section 1108.2-5) are provided in Assembl
occupancies as per Table 110$.2.2.1, y
12. Assistive lisienrng systems are provided in Assembly occupancies when audible
communications are i I ntegral fo the use of the space
1 3. Any Assembly occupancy performance area leas an accessible route as per Section 11X8.2.8.
1 4. Any dining area in an Assembly Occupancy is fully accessible. ><'
1 5. Self service storage facilities shall provide accessible spaces as per Section 1 108-3.
/�
1 6. Toilet and bathlrgfci��aliis areccess ible (unless in a private office)as per Section 11p9.�.
and bathing roo s are supplied asper Section 17. Unisex toilets
1
1 80 Where sinks are provided, 5%, but not less than I is ip
ccessible.
1 zs 19- Where a Utchen or k"tchenettit i4s-
e acccssible(unjess in Type B dweIling)20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1 1 09.8. .
INTERIOR ENVIROM$NT AND ENERGY
L
2.
3.
Is
Attic ventilation exists that is 1 0 of the floor spat or X1300 with vapor barrier,
50°/a of the attic_ i 1f�.411--
ic vent'lat'on 's 3 above eaves.��
Crawl space ventilation complies with Section 1203.3.
Natural ventilation (windows,, doors,, louvers etc.) is a minimum of 4°/a of floor
5.
6.
7.
8.
9.
10.
11.
12.
interior spaces that do not have openings directly tooutside meed requirements of Section
1203-4.1.
Bathrooms containing bathtubs., showers or spas are mechanically vented.
Natural or Aftifficial light is provided that mets the require ants of Section 1205.
Courts shall meet the requirements of Section 1206.3,
Dwellings party malls and floors meet the requirements of �e�tzon 12x7.
All habitable rooms shalI be a minimum of 7' wide_ and a min;r,�,,,�, of 7�l��
-] ------ ---anaa�aall�.A1S Ul / iI a�� .�L• lii at cam
Dwelling units(except Section 1,208.4 efl"iGient units) have, one habitable room of 12p sq, ft,
All ceilings are a minirrzum of 7'f�" with no more than 113 at 7'p". X
13. Attics and crawl spaces have access openings as per Section 1209.�
14• An energy review has been submitted that meets the requirements of the �nternatianal Energyconservation code._)v���
EXTERIOR WALLS AND ROOFS
Exterior Wall Vapor retarder prpv1ded unless anther approved means to ava�d condensation and
leakage has been provided,
2. Water resistant barrier shown on sheathing as per Chapter 14.3Masotuy
veneer is flashed at bottom and has weep holes as per Section I405.3.2;.,'
4. Masonry veneer shall be mechanically attached as peer Section 1405.5. _
) C
�. �7LV11G V GiIG��-1s dncnoarea as per Nectlon I405.6.�/�
6. Sidings shad be applied as per Section 1405.
-�'
1.
ala 101-1 UlSLdnce ror combustible veneers(si ding) meet that of Table40.2.1.2.�
S• Balconies that protrude shall meet the requirement of Table 601 for floors,;/,
9. MetalCamposite Materials(MCM) shall meet the re wire �
10. .i�oof coverings meet the requirements of Table 1505.1.
requirements of Section 1407.
I 1, Double ur�derlaymerit i sprovided �n as ha asphalt roofs with minimum sloe of 2; 12 up to and incluc�zng a
4:12 S] nn� Y
0
12
tunc c;ojluuuuus sneet ox two sheet cemented together) for all as
provided from the roof ed'IFge to 24" inside of the inside of the exterior wall.��'
13. Drip edge metal is provided along all roof edge.
14. Metal roofs meet the requirements of Section 1507.4,-&-/
15. Bui It -tip roofs meet the requirements of Section 15 07. 10.�
16. Single Ply Plastic Roofing meet requirements of Sect -ion I507.12 and 1507.13,
17. All other roofing types. meet the requirements of Section 15Q7.
18 . Bwith roof drains have drains designed and sued as per UPC I 10 S.0.7/�Op
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
..0^
I .
z.
3.
E1
Structural Use Group (as per Table 1504.5)_
Structural dacumpnts for Iighi fame wood �auildings as per ehlive,a�ter 23 include floor roof and
loads, ground snow toad, basic wind speed, wind exposure, seismic design category and side
class.
All plans except as described in #I
Phalt roofs is
C.
above shah include the following;
Floor Iive load including any reductzons.
Roof live load as per Section 1607.11.
Roof Snow load, including the flat roof snow load,
load importance factor and the thermal factor.
the snow exposure factor, the snow
19,
4.
5.
05
74
d.
Wind design data, including basic wind speed, wind importance factor with building
category, wind exposure-, applicable internal pressure coefficient ci
ent and the design winPressure used for the design of co MPnts and
cladding.
e. a
Earth�ua.kedesign date inc]"ril" Qialc
-UC1,CLor , seISMIC Use Qroun manned
pcuuai response accelerations, site Class spectral response Co ffilicients, seismic design
�} Category, basic seismic -force -resisting sting systems
C".0w a , design base shear., seismic response
coetticients, response modification factors and the ana
ysis procedure used.
Flood zone is identified(if in flood zone see Section 1 603. 1-6) #
%�-
D'esxgn of floor live loads in access of 5(7 lbs per s.. . ft. also identify that signs must be posted as per
Section 1 603.3.
Structural, design calculations meeting the requirements of chapter 1 6 have been provided.
Architectural, meeban*ca
I and electrical components .meet the co"c!
mic 16210 0j[ Section.
8. Where special fabrication (usuallysteel)
is performed off sight,his V a
Ifthe fabricator
cert i�cate of compliance as per Section 1704.2.2.
9. Special inspections are
identified for welding._AV;�D
1 0. Specialinspections10J1WC, are identi-ned for high strength bolting.identified
—)�v&4
11. Special inspections are for concrete construction except as excluded by Sectio
1704.4, n
12. Special inspection are identified for masonry as per Section I704,5,��13. Speel*al ins C
14. Specxal P ctions are identified for fills greater than 12"' deep where a load 'is applied.Atoinspections are identified for all pier and pile foundations.
15. Special ins�~-
pections are 'Identified for sprayed on fire resistance`yrs
iapplications.,,tv
16. Special inspections are dentified for smoke control systems. st . -$
W
17. Quality assurance plan for seismic resistance xs provided (except for design. light frame aser
m.
chapter 2308 or reinforced onry less than. 25 feet high)p
AZ��
1 8. Special inspeci�onsI are provided for seismic force resisting systems.
4 ,�0
1 9. Structural observations as per Section 1 709 are identified for structures In Seismic Use Grows 11 or
Al 0740p
20. Truss Details provided or noted to be provided prior to frame
inspection.
SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure(as mrTable2. A soil inves
tigation is required per the requirements ments of Section 1802.2 where questionable soils
such as fill materials organic soils, clays or questionable rock strata eximst. I]o any
y f These
conditions exist? Yes NoxIf yes, are the necessary so*NKa0soil reports provided? Yes..
3 . Grading is a minimum of 2°�o for concrete or asphalt surfaces or S°/ for natural sur
4. Information provided as per Section 1803.5 for any structural fill.j��j�,�0` faces,
�'
5. Faotings (except for I story category I buildings n -o bigger than 400 sq. ft.) are 3 6" below grade
for frost protection. !
6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of'Section 1 805.3,.
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 oiticial).�
8. Footings designed so that the allowable hearxng capacity of the soil is not exceeded, XPO-49
9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5j.
TO. Except for Group R and U occupancies 01f��
ht ig i�constructiory of seismic design D and less
than 3 stories in hieght, concrete '
is am minimum 'mum of 3 000 p. s.. i..
� 1. Retaining walls are designed with a lateral sliding and overturn'
ing factor of safety of 1. 5. .� .
F
W
12. Foundation d
pmage system or water,proofing (Section 1807.3) is provided where water table
warrants.
H
-1. Llamprovfing shown under slabs S per Sectio 807.2. ' 1
1 40 Damproofing shown for foundation wall�'�~
s. a
0 0
15. Minimum of 4" of gravel is shown under all stabs. �C
1 6. Foundation d . in is installed (except in well -drained gravel areas) as per Section 1807.4.2 and
IS 07.43 a;
17. Pites meet requirements of Section 1 80g, 18Q9, 18 1 0 and 18 11.
Pers 18. are a minimum 'mum of 2' wide and meet requirements of 1808.2.23. and 181 2. eAll
CONCRETE and MASONRY
1. I
Construct"on documents show compressive strength of concrete, strength orgrads of reinforce
men�
and the size and location of reinforcement, ,�}J�
2. Structures assigned to Seismic Design
i Category D cont
designed as a structural diaphragm._ain a statement *identifying if slab-on-girade is
IP
3. Concrete exposed tc� freezing weather has air entrainment as per Table 1 904-2.1 and meets the
reauirementq of czf1Pti,-% i on/i i n
4.
5.1.
6.
74
, _____�_�,� �,� I 1 0 . anu i awes I VV4.Z.2(1) and 1 904-2.2(2),,__,"_ _00ffrq
Masonry construction documents identifya size, grade, type and location of reinforcement, anchors
and wall ties as per Section 21 0 13. I►�I�7e0
Masonry fireplace�h�ve minimum 12" thick footin��A" -xumA that qrinL
Masonry firepl
Masonry f repl
S. Masonry c
MKOWD
1.
20
3.
4.
5.
I %W -L 4AlQ.l1 Hlabullry.
ve SCISmic reinforcement and anchors as per Sect -Ion 2111.
.i.Let design requirements of Section 211 1 and Table 2 1 1 1. 1.
X11 meet of Section 21 13.
Truss drawings identify requireas per Section 23 )V9>%%0
Joist layout plans are provided.menEngYneered products have i;omputer layout.
Floor and roof sheathing meets requirements of Section 2304.7. ek000"'
�
Connections and fastening meet the requirements of Table 2304.9. X . 400-
Fasteners zn preservative treated wood are hot -dipped zinc coated galvanized izksteel-
stainless steel
sibronzen orp-nnnr. Yoo� ,
a A
6. Wood framing members, above foundations are 8" (min.) above soil. �'
7. Diaphragms do not exceed the 4,- 1 ratio for all edges blocked and 3: 1 for unblocked.
�'
S. Shear wall aspect ratios meet the requirements ofTable 2305.3.3�;
-
9. Shear wall design meets requirements of Sectzon 2305.3eyA-�
GLAZING
� . Glazing in pool, sauna., hot tub, steam room, bathtub gar showe standing surface) 1s safety glazing as per Section 2406,clos es (unless over 5p'' above
2. Glazingwithin 24" of door (unless over 60" above standing surface) I's safety glazing as per Sectio2406. Xn
I Glazing greater than 9 sq. ft., bottom be ow 1 $", trip above 36" and 36" from W lk..insurface is
safety glazing as per Section 2406. g
4. Glazing
in guards and rails is safety glazing as per Section 2406.
5. Glazing next to stairways, landin s
��p
and rams (unless over 60" above standing surface) is safety
glazing as per Section 24QG.��F
I Number of Plumbing fixtures shall meet the requirements of Table 2902. 1
2. Separate toilet facilities are provided for spaces with 1 6 or more em loyees, or combination of
employees and customers (except fogy- mercantile occupancy with o P
a*
3. Public tollet faczl�ties are provided as per Section 2902.6. - occupant of 50 or less ). -
4. Elevators meet the requirements of Chapter "30.
5. Pedestrian walkways meet the requirements of Section 31 04
6. Awnings and canopies meet the requirements of Section 105.
7. Marquees meet the requirements of Section 3106.
�� ,/
S. Swimming pool enclosures and safety devices meet the requi b rements of ection 31 09
%�
9. Protection for pedestrians meets the requirements of Section 33 06.
10 Existing stnictures meet the requirements of Chapter 34 ���
Plan Checkl'st for the 2003 International Building Code
Name of Project: (4=� D O �
USE AND OCCUPANCY
1. Classification as per Sections 302.1 & 303 thn, ii?
2.
3.0
3.
4.
Incidental use areas see Table 302. 1. 1 Allk
A-3
Identify xf mixed occupancy ncy exists. Yes or No *Y If no then skip #3 below.
Accessory Space ( 1 0% or under)
Nonseparated Mixed Occupancy
as per Section 302.3. 1
Separated Mixed Occupancy as per Table 302.3.2 IdentifyHorizontal Assemblies including the rating on plans Fire Barrier 'Walls and/or
If Assembly (3ccupancy exists is it 7SD sq. ft. or less as per Section 3Q3.1 or less than 50 occupa ts
as per Section 303.1.1n
Covered Malls., see Section 402. Atriums. see Section 404. Underground Buildings see Section 405.
Motor Vehicle Occupancies, see Section 406. 1-2 Occupancies see Section 407. 1.3 Qccu ancies
p
see Section 408. Motion Picture Projection Rooms see Section 409. Stages and Platforms see
section , 41Q... Special Amusement Buildings see Section 41 1. Aircraft Related Q�cupancies see
Section 4 12. Combustible Storage see Section 413. Hazardous Materials see Section 414. H -
Occupancies see Section 415. Application of Flammable Finishes see Section 416. Dry ing Rooms
see Section 417. Organic Coatings see Section 41 8.
HEIGHT AND AREA
I Area, First Floors %/?,I FloorSecond Floor Th,ird
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
S�D3.1.1) Yes Na Xr
3. Height meets requirements as per Table 503. Yes ,>< No
4. Buildings on same Y�e Lot?L NoL:-X If no then skip #5 below.
5. Regulated as Separate or Regulated as one Building as Baer Section 503.1.3
6. Height modified as per Section 504. Yes
No -X' If yes ,sprinklers are required,
7. Area modified as per SectionSQ6, Yes No
calculate increase. If yes use the area provided below to
Total Area Allowed after Increase ��� ------- Area Shown on Plans '37 7/ ,3
8. Zero Lot Line Buildings see Section
Buildings see Section 507.
705. For Mezzanines see Section 505. Unlimited Area
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1.
z.
3.
4.
5.
6.
7.
0
9.
10.
Il.
12.
13.
14.
15.
1.6.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
identify the Type of Construct -
ton as per Section 602
Check allowable material for Type I and II buildings as per Secdon 6Q3 V
Table 601 - Identify Building Element Ratings
Table 602 - Identify the Fire Resistance Ratings of hxterior Walls 14
Check Openings in Exterior Walls for compliance with Table 704.8.(If-sprinklered. see Section
7D4.8. 1 ) X
Projections meet requirements of Section 704.2
Check for window vertical exposure from roof below as per Section 704. 1 Q X
Check that Parapets are not required asper Section 704.-11
Are Firewalls used or requ�red? Yes No -k if no, skip #10 below.
Check Firew 1s o S �tural Stability Fire Resistance Rating as per Table 705.4
Made of N le Materials(except Type '�T} Horizontal Continuity Vertical
vlla IiIUct lGCiU1TCiTI1�I1tS 01�eCt].Oil I12 Ductsill
Section
allUIL � ction to Exterior Walls as per Seetion 705.5.1 Extend to
Horizo a� oJ ctElements as per Section 745.5.2 Openings (no v�indaws as er
Sectro 705.$ Check that PpnPt,�q+Y_-----�p�lyAili1�`a� Ill � ;Iewd�l meet requirements of 705. 11.
Are Fire Barriers used or required? has required by table 302.3.2) Yes No� If no ski# 12 below.�
Check Fire a for structural stability as per Section 706.4. Openings limited to 25°/fl
of wall. � um opening size of 120 sq. ft. (unless sprinklered) Check that
Penetrati e t he requirements of Section 712. Ducts and Air Transfer Open,ings meet
the requirements of Section 712 and 716,
Are Shaft Enclosures used or reyuired? Yes No ?C' JIf no Then ski # 14 below.
Sham Enclosures meet the requirements of Section 707. ! �
A -re Fire Partitions used or required? Yes . No If no then slip 4116 b
Check Fire Partitions fo Structural Stability and Continuity as per Section 708.4. DwellingunXts that are spri e e allowed 1/2hr. separations versus 1 hr. Check that
Penetrations miee e ements of Section 712. Ducts and Air Transfer Openings meet
the requiremen o 1 7 1 2 and 716.
Fire Rated Ceiling Panels meet requirements as per Section 711.3. 1.
All Penetrations i Fire Res' st�v�e Walls and Horizontal Assemblies meet the requirements of
Section 7I2. �,
Fire Resistive Joint Systems meet the requirements of Section 713. Doors and d Shutters in Fixe Resis ve Assemblies meet the requirements of Table 715.3.
Fire Doors are Self Closing, ,�
Fire Windows or Glazing conform to Section 715.4 �.nd T ble 715-4.
Fire and Smoke Dampers conform with Section
`ire Blocking and Draft Stopping is provided as per Section 717
ra Stopping is not
required at partition line 1n dwelling unity with44
. combined. space of less than 3000 Sq. Ft and nvt
required if in. sprinkiered building with sprinklered concealed spaces)
Wall a�ad Ceiling Finishes meet the requirements of Fable 803.5 and Section g03. nr
Floor Finish meets requirements of Section 804.
� �� �'�"
FIRE PROTECTION SYSTEM
1.
2.
3.
4.4
5.
6.
7.
Is a Fir Protection System required fax this building in order to meet area, height etc. re uirements?
Yes No If no skip #2 below., q
List the type of system that iis requred A.
Other requirements requiring Firs Protection Systems (check if needed):
Group A (As per Section 903.
Group IE AAs per Section 903.2.. )`
gaup F- 1 (As per Section 9C
Group H (As per 'lection 94
4�
2.3)
2.4)
vroup i has per Section 903 2.5)
[.roup M (Asper Section 90�'
Group R (As per Section 9Q3.
10
-7)
L�7
Uroup �-I (Asper Section 9 3.2.8)___
Group S-2 AAs per Section 9 3.2.9)
All Buildings except R-3 and U (As per Section 9Q3.2. 10)--)!
'
ducts conveying Hazardous Exhausts (Asper Section 903.2.12. 1 ) ��..
Commercial hooking Opera7
ons {As per Section 903.2.12.2
)�
Asper Table 903.2.13
If Sprinklers needed as identified in 431ist type of system required. ,o
If Sprinkler,,Evlrequired b,y any of the abvve, Are M 1tors and Alarmsprovided as9)34? �' per Section
If an Alternative automatic Fire Extinguishing System is i
Section 904?,&J/k dentified, does I meet the requirements of
Are, Fire Al
below.
Is required as per Sections 907 or 9Q8? Yes_ Noipif no then sh#8
S. Do Alarms meet the re
quixements listed In Sections 907 or 90g?
9. Is smoke control required?(as per sections 402, 404, 4Q5 or 410) Yes Na
. Sections 9Q9.
I0. H Occunanci �c rn:,V �-Pn,,;,-A �,..,n1'a �.�,a �.��{-----�-- � .._
MEANS OF EGRESS
I .
2.
3.
4.
5.
wens as per Necttons 415.6 and 410,�
Minimum height of 75as per Section 1003.2.
.Any protruding objects meet the requirements of Section. 1x03.3.
The occupant load shown an plans. )(
The occupant Toad as per calculated by Table 1004.1.2.___j qcle
7
Occupant load posted in every assembly nccupnncy as der Sec�zon 1 Q04.3. Q�I�
6. Egress width is identified on nl2nq ,IV
7.
8.
If yes, see
Egress width meets requirements as calculated per Table, 1005. 1.
Multiple means of egress sized so that the loss of any one means of egress shall not reduce the
available egress capacity to less than 50%1J0 of total required.��i
9• boar encroachment does not reduce the required egre width to less than 50% re
10. Means of egress is illuminated as per Section 1006. required.
I I - 111uminat"on emergency p,ower is spawn for means ore
gress as per Section 1006.3.
12. An enclosed exit stairway is shown. Yes No >( if no, skip # 13, 414 and # I 5 below.
13. Enclosed stairway has an area f refuge�as per Sect"
vn 1047.6).
14. Area of refixge has 2 -way uniGatzons, instructions and is identified.as per Sections 1007-6.3,
1007.6.4 and 1007.6.5.
15. Door clear Widths are a minimum of 32". Except as allowed by exception of Section 1008. *--Y
1 6. Doors swing in the direction of travel where serving 5 or more persons or in a H occupancy.
,�1i
5o. <
17. Specialty doors meet the re P
quirements of 1008-1.3,
18. All egress doors have a landing on both sides as per Sections 1008. 1.4 and 1 008.1-5.
19. Thresholds are ide ed as a maximum of %2" hm9 for swing doors and3/41h for sliding doors as per
Section 1008,1-6. 1
20. Space betweentvvo doors is less than 4$"(except R2&R3 non Type A units. '�
21. Locks and hatches meet requirements of I 0o8. 1.8.
0
22. Panic hardware is shown at required locations (Section 1 008. 1.9). �('
23. Does a stairway exist. Yes- )( -No If no, skip 424 thru #2 8.
24. Stairway doors do not open over stairs. >(
25. Stairways ar, a minimum of 44" wide except where occupant load is 50 or less or as per Section1009.1).
26. Maximum riser is 7 inches and minimum tread is I I inches. 44CCACA-w
27. A S provided0 landing 1* at the top and bottom of each stairway. X
28. Maximum vertical rise without a landing is 12'.x`
29. Handrails are identified that meet the requirements of Section 1 009. 1 1.
30. Handrails return to wall., etc. or are continuous to next stair handrails )rY
- /fo (/
31. Elevation change of over 1/20 is designed as a ramp as per Section 1 0 10�
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. Y
34. 4Z" guardrails are shown whenever a walking surface is over 30" above grade.
3 5. Any roof mechanical equipment Within 1 0' 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., �Q
37. If multiple tenant spaces exist., egress from any one does not pass through another.
3 8. Length of common egresstravel dS ,
not surpass requirements as per Section 1 0 13.3.
(`
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2.
40. Spaces
with one means of egress meet the following��
max1mum occupancy loads:
a. Occupancy A,B,E,F,1V1& U 50 occ.
b. Occupancy H-1, H-2, & 14-3 3 occ.
C. Occupancy H-4, H-5, I-1 9 I-3, 1-4., &R-1 0 occ-
d. Occupancy S - 30 occ.
4 x • Where two or more exits are required, they are a minimum of 1/2 the diagonal distance of tinespace
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 SQD -f+' with
0 '04 -1 k-
43. Refrigeration machinery 04. W L11 btus over4fuu,UUU,, two exits are prodded.
inery rooms and refrigerated rooms over 1 000 sq. ft. have two ex 0,
44. Q 0 its. .0 nicaus of egress comply OMP Y with Section 1014.6.
45. Exit Access travel distance meets requirements of Table 1 0 1 5. 1
._
46_ Exteriorexit alconies constructed in accordance with Sect-pp� 1 0 15.3 have 100'
distance..
L rr-
47. Corridors are rated as per Table 10 1 6.1
.E
48. C widths meet requirements of Section 1
24'49. Corridor dead ends are less ta or 50' for sprinklered occupancies B and F.
50. Corridor not used as plenum unless in a tenant space of less than 1 000 sq.
fit. �'
5 1. The minimum numb
err of exits for Occupant load meets the following:_�
1-500 requires 2 exits
501-1000 requires 3 exits
More than 1 000 requires 4 exits
added to their travel
1W
it
FMO
52. Buildings with one exit meet the requirements of Section and Table 10 18.24
53. Interior stairwells required as a means of egress meet the requirements of Section 1019.
54. Space under stairs is identified SI our rated.���
55. Exterior ramps or stairs are open o . one side and have a minimumof 35 s . ft, of open ace
dA —44
than 42" above any door level. q p p not Less
S6. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6.
5 7. Exterior balconies, stairways and d ramps are over 10' from poi lines and ether buildings on the lot;
58. Egress courts meet the requirements of Section 1023.5.1 I_
59. Assembly Qccupallcies meet the requirements of Se�ction 1024.--X-
-064. Window egress or better zs provide d n every sleeping room and any habitable basement.
61. Vestibule is provided as per Section 802.3.6 of the International Energy Conservation Code-.
ACCESSIBLITY
I. An accessible route connects all accessible buildings,, accessible facilites, accessible elements
accessible spaces and the public sight-of-way(except as excepted by Section 1104). -
In 2. addition to the required accessible entrances, 5a% of all public entrances are accessible.
3 • Accessible parking is provided as per TabXe 1 106.1.
4. 10% of hospital out patxemt paxl��ng �s accessible and 20% of rehab or physical therapy.--,
5 • Van spaces are provided.(one out of six and any Portion)-iok—
Accessible�. parking is provided on shortest route from accessible parking to the accessible
building entrance.
7- Group I occupancies meet accessibility requirements as set Earth in Section 1107 .5.��
S. Group R- 1 occupancies meet the requirements of Section�q and Table 1107.6. 1. 1.
9. Where 4 or more apartment units, one Level town homes or c
all units are desij�ne s Type B units asper ICCI,A °ri�°� are located in ons structure,NSA 117.1 unless on a upper level without
elevator service. A �
10. 'Where more thano'2O apartment unit, one level town homes or condos are locate6in aroj'ect 2%
but not less than one are designed as Type A units as per ICC/ANSI 117.1.
� '
� I • W(and companion seal as per Section 1108.2.5) are provided in Assembly[occupancies as per Table � � �8.�.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 gout asper Section14. Any dining area xn an Assembly Occupancy is fu11y accessible. I 1x8.2.8.
15. Self service storage facilities shall
provide accessible spaces �
16. Z and bathing facilities are accessible(unless In a � a� per Section I 1Q8.3,
private aft ce)as per Section 1109-2. r �`
17. Unisex toilets and bathing rooms are supplied as per Section 1149.2.1.
18. Where sinks are provided, 5%, but not less that I is accessible.
19• Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling).
2U. Storage cabinets, lockers, etc. one of each type �s accessible as per Section I 109-84h
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
Z . Attic ventilation exists that is 11150 of the floor spate or 1/3QQ with �a or barrier.
2• 50% of the attic ventilation xs 3 ft, above eaves. p
3 • Cxawl space ventilaticomplies lie
p s wzih Section 1203,3-�/�L
__
4• Natural ventilation (windows, doors., louvers etc,) is a minimum of
4% of floor space.
A
Is
I . N
5. Interior spac)('
es that do not have openings directly to outside meet re uirements of
1203.4. 1. 9 Section
6. Bathrooms containing bathtub, showers Qx spas are mechanically vented.7. Natural or Artificial light is pra�vzded that meets the requirements of Sectio_tei
n 1245 �'
S• Courts shall meei the requirements of Section i2p6,3,
9. Dwellin sg party walls and�loars meet the requirements of Section 1207.
1a• A1I habitable rooms shah �e a minimum of 7' wide, and a minimum of 7Q s . ft. in area.
11. Dvvelling uruts(except SeCtion X2QS.4 efficient unit ��Z. All ceilings are a mYnim�um of 7'f" with no more t ��have vie habitable room of 120 sq. ft.hon 113 at 7'4"•� ko13. Attics and crawl spaces have access openxngs as per Section 1 ZQ9.�14. .Argy energy review has been submitted that meets the requirements of the International Enerconservatian code, g�'EXTERIOR �V�ALLS AND R0C3FS
1 . Exterior Wall 'Vapor retarder p c .vided u�,less another a11pprc��ed means to a��id condensation and
Leakage has been provided. 2, Water resistant barrier shown on sheathing as per Chapter 14.3. masonry veneer is flashed at bottom and hay weep hoes as per Section 1405.3.2.4• Masonry veneer shad be mech�anica�ly attached as p r SectiQn 14Q5.5.5. Starie Veneear is anchored as per Section 14Q5.6.6. Sidings shall be appiie�d as per Section 14Q5.�7. Fire separation distance far combustible veneers(siding) meet that of Table 1406.2.S. Balconies that protrude shah meet the requirement of Table 601 9. Metal Co�nposite �►rlaterials MCM for ��oars.� }shall meet the requirements of Section 14{ 7.
1Q. Roof coverings meet the requirements of Table 1505. 1. �'11. Double unde layment is provided in asphalt roofs with minimum slope cif 2: 12 up to and includin a
41Z slope. �12. An ice dam membrane done continuous sheet or tvvo shed cemented tvgether) for all as halt r�oprovided frox� the roof edge to 24" inside of the inside of the exterior wvall, �' p�� 1�I3. IL rin Prlap mPt!il �Q „A a ,�..,
cu eYiVllv till xDQ� eCi'ge.14. Metal roofs meet the arequirements of'Section 154�7.4.15. Built-up roofs meet t�.e requirements of Section 15(]7.10. �%/�16. Single Ply �'lastic R.00fing meet ��qu�rements of Section 1� 507.12 and 15 7.�3. ,�17. All other roafng types meet the �requiremex�ts of Section 1518. Buildings with roof drains have drains deli ned and size �� g d as per UPC 11Q5,(},
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1. structural Use Group (as per Table 1404.5)
2. Structural documents for dight frame wood buildings as per chapter 23 include florxaoand live
f lOaC�fi_ srt-rn7nri enr,�:J �r,�,� 1...,...� ----__ y _
VY amu wino wind exposure
Cr 9-s. site
3- All plans exceptas described in #1 ahove shall inrliiAP fhA -f�,IY,.;...�.�_
6
.i..a.a iixvil�►.Lv 41i� AULlUW11.19.
Floor live, load including any reductions. Ic
Roof live load as per Section 16Q7.11 'Roof Snow load, including the flat roof snow ioad, the snow exposure factor,, the snow
load importance factor and the thermal factor. -.---or
d• Wind design data, including basic wind speed, wind importance factorwith building
categ��Y, wind exposure, applicable internal Pxessure c�efficieni andthe design wnd
pressure used for the design of components and cladding.
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response acceleration , site class, spectral response coefficients, seismic des n
category, basic seismic-force-residesignng systems, base shear, seismic response �
coeffclents, response modification faefiors and the analysis ocedure used.
4. Flood zone is identified(if in flood zone see Section 1603.1.6
5. Desian of floor live loads in access of SQ lbsper s , ft, a
q Iso identify that signs must he posted as per
Section 1603.3.
0-0-x
6. Structural design calculations meeting the requirements of chapter 16 have been provided. �V
7- Architectural, mechanical and
1,62 electrical components meet the seismic requirements of Section
S. Where special fabrication (usually steel) is performed off sight, the fabricator has rovided a
certif cote of compliance as per Section 1704.2.2. )L'-
9. p
Special- inspections sate identified for welding.
10. Special inspections are identified for high strength bolting. �
I 1 • Special inspections are identified for concrete construction except as excluded by Section
1704.4.--i�'
12. Special inspection are identified for masonry as per lection � 704.5.
13. Special inspections are identified for fills reater thang 12" deep where a load is applied,
14. Special inspect'rons are identif ed for all pier and pike foundations,� p
15. Special inspections are identified for sprayed on fire resistance a lication
16. Special inspec�lons are Identified far smoke control systems.
17. Quality assurance plan for seismic resistance is provided (exce9t for design light frame as er
chapter 23[l8 or reinforced masonry less than 25 feet high) -Al- �
18. Special inspections are provided for seismic force resisting systems. rte .
19. Structural obse` ns as per Section 1709 are 'Identified for structures in Seismic Use Groups �Y or
20. Truss Details provided or noted to be provided pilar to frame inspection. V -CV
SOILS AND FOUNDATIONS
1 • Allowable soil foundation bearing pressure (as per Table 1804-2). e01C
2. A sail investigation is required per the requirern.ents of Section 1802.2 where questionable soils
such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these
conditions exist0
? Yes No�� If yes, are the necessary soil reports provided? Yes
3 • grading is a minimum of 2%� No�'Cj for concrete or asphalt surfaces or 5% for natural surfaces.
4• Information provided as per Section 18 3.5 for any structural fIll.
5. Footings (except for 1 story category Z buildings no bigger than 4-00 sq. ft.) are 36"'belowgrade
d k
for frost p�otect�aan.
6. Buildings on or adjacent to greater than 311 slopes meet requirements of Section 1$05.3. 4
7. Top of foundation is a minimum of 12"' above the adjacent street gutter (unless a drainae ath iidentified and appxaved by the building vfficial).,� ��S
8. Footings designed so that the allowable bearing capacity of the sail is not exceeded. 'SQ
9. Foundation mets the requirements of Section 1805.5 (includingtables 1845.5
1(�. Except. for �xroup R and U occancies of dight framed construct' of sei �
than 3 stories in hieght, concrete is a minimum of 3 aQ� psA, ���� �eS�� D and less
less
1 1 _ Retaining wa�Zs are designed with a lateral siding and overturning factor of safety of 1.5.�,
12*
13.
14,
15.
1641
17.
189
Foundation drainage system or
warrants._A*
water -proofing (Section 1807.3 is provided where water FIFtable
iampraortng shown under slabs as per Secrion
807-2.1.
iamproonna shown for foundation walls, �-
M'nimun of 4" of gravel is shown under alb slabs. l�
installed(except
14iFoundation drNn s -i4iol-0- well -drained gravel areas) as per Section
1807.4.3.
Piles meet reciui * rements.r)f Section 1845, 1 S(i9, jL o -i u and i $11.. ,x.
Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1 8 1 2.
CONCRETE and MASONRY
1807-4.2 and
1. Construction documents show compressive strength of concrete., strength or grade of reinforcement
and the size and location of
reinforcement. >C
�. Structures assigned to Seismic Design Category D contain a statement identifying if slab -on -grade is
designe,ci n q A Qtri i C41 Tr', 1 'A 0 L
30
4 dP
5.
6.
7.
8.
lap
Concrete exposed to freez2ng weather has air entrainment as per Table 1904.2.1 and meets the
requirements of Section 1904.2.2 and Tables 19Q4.2.2(1}and 19D4.2.21"2}.` -
Iidenti#yMasonry construct'on documents size, grade, type and locafi ion of reinforcement, anchors
and wal I ties as peg . Section 2 1 0 1.3 4-d
1
Masonry frephikes�{a-Ve minimum 12" thick footings thntnrp IV' -xx-T; J + 1,
Masonry firep�"Masonry fi C SMasonry IM4 Y9
Xi1
di
gh- e seismic reinforcement and anchors as per Sect -on 211 1.
t
design requirements of Section 2 1 11 and Table 211 1. 1
shall meet requirements of Section 2 113.
1. Truss drawings identify requireme I s as per Section. 2303.4. 7a V.-��-�-�,
2. Joast layout plans arerovided. EngineeredP products have computer layout.&/A___
3. Floor and roofs
heathlng meets requirements of Section 2304.7. 1<
4. Connections and fastening meet the requirements of Table 2304.9. I , Ir
5. Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel,,
silicon bronze or capper.
6. Wood framing members above foundations are 8" (min.) above soil. �t7j
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 23
9. Shear wall design05.3-3.,,k meets requirements of Section 2305.3.
GLAZING
IN
2.
Glazing in pool,, sauna, hot tub, steam .
standing surface) is safety glazing as p
Gtazxng within 24" of door (unless over 60"
2406. 11C.
tub or show lasures Un ( I
,,,.ess over 60" above.
2406.
above standing surface) is safety glazing as per Sectian
a
3. Glazing greater than 9 sq. ft., bottom below 1 8", top above 36" and 36'" from walkinsurface is
safety glazing as pear Section 2406. g
4- Glazing in guards and rails is safety g1a.Zing as per Section 24061F
�L �.
5. Glazing next to stairways landings and ramps (unless over 60" above standing surface) xs safety
glazing as per Section 24G16.�`
MISCO
L
20
I
4.
5.
6.
7.
8.
9*
Number of Plumbing fixtures shall meet the requirements of Table 2902. 1. )C
Separate toilet facilities ire provided for spaces with 16 or more employees, or combination of
employees and customers (except for mercantile occupancYAyi . th occupancy of 50 or less).
Public toilet facilities are provided as per Section 290 A -
Elevators meet the requirements
rements of Chapter 30.��
91.( -Off-
Pedestrian walkways meet the requirements of Section 3 1 04.
Awnings and canopies meet the requirements of Sectxan 1US-
Marquees
4h
meet the requirements of Section 3106,
Swimmxng pool enclosures and safety devices meet the requirements o . Section 3109,
it
Protection for pedestrians meets the reauirements o- F S ecti on ()g -Z41,
10. Existing structures meet the requirements of Chapter 34.41y