HomeMy WebLinkAboutAPPLICATION, BP, CO, MULT DOCS - 04-00246 - Melaleuca - RemodelCITY OF
- EXBURG
� AMERICAS FAMILY COMMUNITY
ISSUED TO:
PERMIT #:
NAME: M elaleuca Inc
Building
Permit
0400246
FOR THE CONSTRUCTION OF: Remodel Melaleuca JOB ADDRESS: 57 W Main St
GENERAL CONTRACTOR:
This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the
City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations
of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on
the Building Permit Application as approved by the Building Inspector.
Date Approved
Issued By
Building Inspector
THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE
THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY
1) A complete set of approved drawings along with the permit must be kept
No work shall be done on any part of
on the premises during construction,
the building beyond the point indicated
NOTICE!
3. Foundation
2) The permit will become null and void in the event of any deviation from the
in each successive inspection without
4. Framing
accepted drawings.
approval. No structural framework of
3) No foundation, structural, electrical, nor plumbing work shall be concealed
any underground work shall be covered
without approval.
INSPECTION CARD
BUILDING
Data ennrnvarl
1. Layout
2. Footing
3. Foundation
4. Framing
5. Insulation
6. Drywall
7. Sidewalk
8. Final
9. Mechanical
OTHER
Date Approved
1. Fire Department Fine
PLUMBING
Data Onnrnva_d
1. Sewer Service Conn
2. Water Service ConnE
3. Rough -In
24 Hour Notice
and Permit Number required
to make inspection appointments
For Inspections Call 359 -3020 option 2
ACERTIFICATE OF OCCUPANCY CAN NOT
BE ISSUED PRIOR TO FINAL ELECTRICAL
& PLUMBING INSPECTION
d� R CIT
� R
o i E XB �.L i —G
AMERICAS FAMILY CAMMUN"
CERTIFICATE OF OCCUPANCY
City of Rexburg
Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3022
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
Contractor:
Special Conditions:
Occupancy:
0400246
57 W Main St
Melaleuca Inc
3910 S Yellowstone Hwy
Idaho Falls, ID 83402
This Certificate, issued pursuant to the requirements of Section 109 of the International Building
Code, certifies that, at the time time of issuance, this building or that portion of the building that
vies inspected on the date listed sties found to be in compliance Wth the requirements of the code
for the group and division of occupancy and the use for ttihich the proposed occupancy ties
classified.
Date C.O. Issued: December 10,
C.O Issued by:
Building Official
There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved
said future changes.
State of Idaho Electrical Department (208 - 356 - 4830): �-��
APPLICATION FOR BUILDING PERMIT
CITY OF REXBURG, IDAHO
Date of Application u 14 0 0 u�
OWNER
C
Site Address 7 �,4 Q $ + D& G ; V
Mailing Address 7 35 W e c+ A C - 4i,,,
City /State/Zip l of a (�s t a �n o 3'{ 01
Telephone/Fax/Mobile _ 57 1 — 0100 (C) S .1 g -41063
CONTRACTOR
Name
Mailing
city/State(Zip
Telephone/Fax/Mobile
PROJECT INFORMATION DEPARTMENT APPROVAL
Property Zone: Is existing use compatible with zoning, (screening parking, etc)
When was this building last occupied ?
Architect/ Engineer Firm ;,Qisn ( . Plan Name
Subdivision Lot Block
Circle One Residential Commercial Educational
Government
Permit No.
(Eemodel Other
Circle One New House Addition/Remodel to House New Commerc' erci e
Circle One Basement: on Finished / Unfinished Other: None/ Patio/ Carport/ Awning
Lot Square Footage Lot Width
.Main Level Square Feet Ooo Upstairs Square Feet Basement Square Feet —'
Garage Square Feet Number of Storie Height of Building 8
What will structure be used for: Home Home Business Apartment ommercial Other
Will there be an apartment? tj 0 1 If so, how many units
Total Estimated Building Value ;t $O Oyo Are you in a flood plain Ij a
Signature of Applicant
Code
Zone
Building Type
Commercial Building Plumbing bid
Commercial Building HVAC bid
Commercial Building Square footage
Signature of Inspector
Building Permit Fees
Plan Check Fees
Plumbing Permit Fees
Digging Permit Fees
Water & Sewer Fees
Front Footage Fee
(Parks, Fire, and Police) Impact Fees
TOTAL $
Issued by
Oct 12 04 02:39p Nielson Bodily & Assoc.
OCT -11 -2004 17:05 FROM -ENGINEERED SYSTEMS 208 - 233 -DS29
208- 522 -8785
T -440 P.001 1003 F -639
p.2
ENGINEERED SYSTEMS ASS OCIATES, IN C.
FAX TRANSMITTAL SHEET
Date: October 11, 2004 Number of Sheets
From: Ron Rice, P.E.
3
To: .James
Company: NB Architects Including this one
Project: Melaleuca Gall Center
Location: Rexburg, Idaho
Reference: UPC 509
The code specifically says "opening into a bath or bedroom ".
By definition Chapter 2 says" Bathroom - A room equipped
with a shower or bathtub.
Ne have no shower or bathtub therefore 509 does not apply.
Note: If any of these fax copies are illegible, or you do not
receive the same number of pages as stated above, please
contact us at: (208) 233 -0501
315 West Center St., #407 (208) 233 -0529 Fax
Pocatello, Idaho 83204
Oct 12 04 02:40p Nielson Bodiltj & nssoc.
OCT-11-2004 1T:05 FROWENGINEERED SYSTEMS 208 - 233 -0529
208 - 522 -8785
T -440 P.002/003 F -639
CHAPTER 2
DEFINITIONS
201.0 General
For the purpose of this Code, the following terms
have the meanings indicated in this chapter.
No attempt is made to define ordinary words
which are used in accordance with their established
dictionary meanings, except where a word has been
uied loosely and it is necessary to define its meaning
as used in this Code to avoid misunderstanding.
The definitions of terms are arranged
alphabetically according to the first word of the
tera,.
202.0 Definition of Terms
203.0 - A -
A13S - Ac ylonitrile- Butadiene - Styrene.
Access - When applied to a fixture, connection,
appliance, or equipment, "accessible" means having
access thereto, but which first may require the
removal of an access panel, door, or similar
obstruction. 4Rea i1v ca c� � 11 means direct access
without the necessity of removing any panel, door,
or similar obstruction.
Administrative Authority - The individual official,
board, department, or agency established and
authorized by a state, county, city, or other political
subdivision created by law to administer and enforce
the provisions of the plumbing code as adopted or
amended. This definition shall include the
Administrative Authority's duly authorized
representative.
Airbreak - A physical separation which may be a
low inlet into the indirect waste receptor from the
fixture, appliance, or device indirectly connected.
Air' Chamber - A pressure surge - absorbing device
operating through the compressibility of air.
Airgap, Drainage - The unobstructed vertical
distance through the free atmosphere between th�
lowest opening from any pipe, plumbing fixture,
appliance or appurtenance conveying waste to the
flood level rim of the receptor.
Airgap, Water Distribution - The unobstructed
vertical distance through the free atmosphere
between the lowest opening from any pipe or faucet
conveying potable water to the flood level rim of any
tank, vat or fixture.
Anchors - See Supports.
Approved - Accepted or acceptable under an
applicable specification or standard stated or cited in
this Code, or accepted as suitable for the proposed
use under procedures and authority of the
Administrative Authority.
Approved Testing Agency - An organization
primarily established for purposes of testing to
approved standards and approved by the
Administrative Authority.
Area D in - A receptor designed to coUect surface
or storm water from an open area.
Aspirator - A fitting or device supplied with water
or other fluid under positive pressure which passes
through an integral orifice or constriction, causing a
vacuum
204.0 _B_
Backflow - The flow of water or other liquids,
mixtures, or substances into the distributing pipes of
a potable supply of water from any sources other
than its intended source. See Back- Siphonage, Back -
Pressure Backflow.
Back flow Connection - Any arrangement whereby
backflow can occur.
Back- Pressure Backflow - Backflow due to an
increased pressure above the supply pressure, which
may be due to pumps, boilers, gravity or other
sources of pressure.
Backflow Preventer - A device or means to prevent
backflow into the potable water system.
Back- Siphonage - The flowing back of used,
contaminated, or polluted water from a plumbing
fixture or vessel into a water supply pipe due to a
pressure less than atmospheric in such pipe. See
Backflow.
Backwater Valve - A device installed m a drainage
.51m= to Prevent reverse flow.
Bathroom - A room equipped with a shower or
bathtub.
Battery o res - ny group of two (2) or more
similar, adjacent fixtures which discharge into a
p.3
coalman horizontal waste or soil branch.
Boiler Blowoff - An outlet on a boiler to hermit
amp in _ o�d'" trgg 9 Scditiim•
Branch - Any part of the piping system other than a
main, riser, or stack
Branch, Fixture - See Fixture Branch
Oct
12 04 02:39p Nielson Bodily & Assoc.
Nielson /Bodily &Associates PA
Architects
_01 I,. t)_
r 22 -� 2 • l o • 20, ar 203/522 -3735
)IO,lohn Adams Peu car • P_CI. Bur __I_ Idaho Fa!(s, 1D 8303 __ l_ Tr rp6 ire... 4 1522 -8779 • F
Date: October 12, 2004
From: James Wyatt, AIA Y
k..)
To: Brad Johnson
Company: City of Rexburg
Fax #: 359 -3024
Rages: 4, including cover sheet
Project: Melaleuca Call Center
Rexburg, Idaho
Re: Water Heater
Please review the attached correspondence from the Mechanical engineer for this project.
The definition of a bathroom per section 204 of the 2000 UPC is "A room equipt with a shower
or bathtub ". The toilet room at the Call Center does not have a bathtub or a shower so section
509 does not apply in. this case. Unless I hear otherwise from you, we will proceed with toilet
room constriction as planed.
208- 522 -8785
Fax Memo
p.1
CC: Roger Prestwich, Val Christensen, ESA,
Nielson � l Bodily &Associates PA
I A Addendum #2
990 John Adams Parkway - P.O. Box 2212 • Idaho Falls, 1D 83403 -2212 • Telephone 2081522 -8779 • Far 2081.522 -8785
July 30, 2004
This Addendum applicable to work designated herein shall be understood to be and is an
Addendum and as such shall be part of and included in the Contract.
To all bidders for furnishing all labor and materials necessary for:
Remodel for
Rexburg Call Center
For
Melaleuca, Inc.
Failure to acknowledge receipt of this Addendum on the bid proposal form may result in rejection
of your bid.
a
A. Contractor shall include a $5,000.00 cash allowance in their bid to be used for floor preparation.
Floor preparation in 09681 shall be included in the base bid.
2. Provide an install a fire department lock box. Location to be determined in the field by the fire
` Marshall. Contact the city of Rexburg Fire Marshall to obtain lock box.
3. The double walls around the training room 106 shall extend to the roof structure above. Wrap tube
steel mechanical enclosure, including X -brace with R -13 foil faced insulation.
4. Contractor shall include city of Rexburg plan review and building pernut fee in their bid. Contact
Cathy winters at 359 -3020 extension 326-.nnbtain-the_dallar.-amouM,-
5. Install pipe guard rail on top of mechanical super stricture along the exterior wall as shown on
attached sketch AD 1.1.
f 6. Storage room 107 shall be constructed first in order to provide a place for the owner to store their
product. A temporary construction access may be allowed within the first 10' -0" at the overhead door.
J 7. Specification Section 09681 and 09653. Eliminate cost of labor and material for the carpet, tile and
wall base, 'at carpet the areas only. Floor prep as indicated in specification section 09681.3.2, shall
remain in the contract and is in addition to the cash allowance note in this addendum.
8. Convert existing mechanical room into gang toilet rooms as indicated on attached sketches AD 1. 1,
AD 1.2, AD 1.3, AD 1.4, ADP 1.0, , ADP 1. 1, ADM 1.0, ADE 1.0, ADE 1. 1, ADE 1. 1, and specification
Sections 09310, 10155.
END OF ADDENDUM NO.2 FR ns 2 E r
LS V
CITY OF REXBURG
04- 00a4
Page 1
I 1 . 11 O DOORS
# HINGES
1 HAGER ROTON 780 -113
SAFETY HINGE
2 HAGER ROTON 780 -113
SAFETY HINGE
3 McKINLEY TA2714
4 1/2" X 4 1/2"
LOCK SET STOP CLOSER
SCHLAGE AL108 QUALITY 302 SERIES LCN 4111 ALTB
SCHLAGE AL108 QUALITY 302 SERIES LCN 4111 ALTB
SCHLAGE AL70PD QUALITY 302 SERIES LCN 4111 ALTB
3' -0" X 7' -0" X 1 314" N.M. DOOR WITH H.M. FRAME
1 1 /2 "O.D. STANDARD STEEL
PIPE RAILING WELDED TO
FLANGE BELOW - PAINTED
4 ' 2V- 7 1/2"
7' -2 1/2" 7' -2 1/2" 7' -2 1/2 ,
= x
nQ
i y-
m
EXISTING WIDE FLANGE BEAM
EXISTING ROOF
PROJECT`
JIM41 EUCA CALL CENTER
Nielson �q Bodily & Associates P.A.
ATchitects
990 John Adams Pkwy, PO Box 2212, Idaho Falls, 783403
Telephone 2081522 -8779 Fax 2081522 -8785
GUARDRAIL DETAIL
?AM PROJECT Na
JULY 26, 2004 0376 -72 -989
SCAL& DRAWING Na
114 " =1' -0" ADI.1
' - 0" 5' -10" 5' -0"
STONE THRESHOLD - ,JAN
TYPICAL
AD3
-- - -- - -- - - - - --
2 -_ = A
j
A ! WOMEN �� - -- B AD1.4 D
C
MEN
f,
AD1 _
D AD1.3 8 _ � 3
C J &D -.
- - -C- - - -- MEGN
6
TYPICAL SEE
11' -8" � _ O7 MECHANICAL
TOILET ROOM PLAN LOCATI
S FOR
SEE AD1.1 FOR LOCATION.
DOOR INFORMATION
SCALE: 1/6" = 1' -0"
KEYNOTES
tO REMOVE EXISTING DOOR AND FRAME AND REINSTALL IN NEW JAN ROOM AD3. INFILL OPENINC
WITH METAL STUDS AND GYPSUM BOARD, TEXTURE AND PAINT TO MATCH EXISTING.
REMOVE EXISTING ROOF ACCESS HATCH AND ROOF ACCESS LADDER AND INFILL OPENING IN
O ROOF WITH SOLID BLOCKING AND 5/8" ROOF SHEATHING. PATCH ROOF AS REQUIRED.
RELOCATE ROOF HATCH AND LADDER TO NEW JAN. ROOM AD3. CUT HOLE IN ROOF
SHEATHING AND PROVIDE BLOCKING AS NECESSARY. FLASH IN WATER TIGHT.
O5 FURR OUT WALL WITH 3 1/2" METAL STUDS AND 5/8" GYPSUM BOARD.
n 2 x 8 WOOD STUDS AT 16" O.C. EXTEND TO STRUCTURE ABOVE.
O SAW -CUT AND PATCH EXISTING CONCRETE FLOOR AS REQUIRED TO CONNECT NEW PLUMBING
FIXTURES TO EXISTING SEWER LINE. SEE MECHANICAL DRAWINGS.
(�) 4 "X4" CERAMIC TILE
O INSTALL NEW PLUMBING FIXTURE AS SHOWN.
10 WALL HUNG COUNTER MOUNTED LAV. TO MATCH EXISTING.
MELALEUCA CALL CENTER - REARURG, IDAHO Ll TOHST ROOM PLAN
elson ; Bodily & Associates P.A LA'PROJECT No.
� ULY 2004 0376 -72 -989
Arebitects
SCALE} DRAWMG Na
l 990 John Adams Pkwy, PO Box 2212, Idaho Falls, M 83403 w
Telephone 2081.522 -8779 Fax 208/522 -8785 j /Q� =1 —Q~ AD1.2
REMOVE
PORTION
OF EXISTING METAL
STUD WALL
AS
REQ'D TO INSTALL NEW DOOR.
O3
REMOVE
EXISTING
JANITORS SINK AND
REINSTALL
IN
NEW JAN ROOM AD3.
REMOVE EXISTING ROOF ACCESS HATCH AND ROOF ACCESS LADDER AND INFILL OPENING IN
O ROOF WITH SOLID BLOCKING AND 5/8" ROOF SHEATHING. PATCH ROOF AS REQUIRED.
RELOCATE ROOF HATCH AND LADDER TO NEW JAN. ROOM AD3. CUT HOLE IN ROOF
SHEATHING AND PROVIDE BLOCKING AS NECESSARY. FLASH IN WATER TIGHT.
O5 FURR OUT WALL WITH 3 1/2" METAL STUDS AND 5/8" GYPSUM BOARD.
n 2 x 8 WOOD STUDS AT 16" O.C. EXTEND TO STRUCTURE ABOVE.
O SAW -CUT AND PATCH EXISTING CONCRETE FLOOR AS REQUIRED TO CONNECT NEW PLUMBING
FIXTURES TO EXISTING SEWER LINE. SEE MECHANICAL DRAWINGS.
(�) 4 "X4" CERAMIC TILE
O INSTALL NEW PLUMBING FIXTURE AS SHOWN.
10 WALL HUNG COUNTER MOUNTED LAV. TO MATCH EXISTING.
MELALEUCA CALL CENTER - REARURG, IDAHO Ll TOHST ROOM PLAN
elson ; Bodily & Associates P.A LA'PROJECT No.
� ULY 2004 0376 -72 -989
Arebitects
SCALE} DRAWMG Na
l 990 John Adams Pkwy, PO Box 2212, Idaho Falls, M 83403 w
Telephone 2081.522 -8779 Fax 208/522 -8785 j /Q� =1 —Q~ AD1.2
PAINTED GYP.
ZD
ET
rITI
_EL AA
SCALE: 114" = I' -0" D1.
R
E L EVA T I ON A
SCALE: 114" = 1' -0
%.cRA...
ELEVATION B
SCALE: I14"
PAINTED GYP.
ELEVA
D
SCALE: 114" = 1' -0 "__
* REFER TL .CRANING NO. AD1.2 FOR KEYNOTES
0
V
0�
o,
�o
4
0
0
N
A
Q, y`
�l
• U
0
0
O
A
0
ti
,n
�
o cl,
g
4N
O ~
C [�
b
y
O
a
i
c
G C
i O
C
O
h ',
PAINTED GYP_
ELEVATION AA
SCALE 114"
ELEVATION A
SCALE: 114" = V-011
- ELEVATION AB
PAINTED G P. SCALE: 11411 11-011 �Dj.�
D T
3 lI
MIRROR
BOBRICK 5165
1- 4
O
z
L_= S
ELEVAT AD
SCALE: 114" =
REFER TO L)RA1 No. ADI.2 FOR KEYNOTES
0,
CZ
cq
Q
c
in
PLAN NOTES:
(DREMOVE EXI5TIN6 JANITOR SINK AND RELOCATE TO NEW JANITORS
GL05ET A5 SHOWN GAP EXISTING 2" BELOW 6RADE. INSTALL NEW
P-TRAP, NA5TE, WATER AND VENT PIPIN6.
O2 REMOVE EX15TIN6 FLOOR DRAIN. EXTEND EX15TIN6 2" WASTE PIPIN6 TO
NEW FLOOR DRAIN LOCATION. VENT PIPIN6 TO REMAIN A515.
( )GONNEGT NEN KIN5TE PIPIN6 TO EX15TIN6 4" WASTE UNDER SLAB.
5Aw-A)T CONCRETE To INSTALL NEN PIPE A5 REQUIRED.
.. .. ........
1-1/2!
2 V,
' -2 ..k:
-2
2"
P -I_ 2",� _411-
iQ
3 11
P-3
2 V. (TYP-1
P-3 EX15T. 2"
—EX15T. 4"
EX15T. 4' VTR
P-1
--0
— 2 N
TOILET ROOM PLAN- WASTE t VENT PIPING
SCALE 1/4' = Y-0'
UPI ATEUCA CALL CENTER - RFJBURG, IDAHO
Vielson q0 Bodily & Associates P.A.
Arebl tects
W Mv " PbT, PO Bw MA Idaho AdIk M 83M
T&WAM AV/m"m rar Ag/m"w
TME.
719ffET ROOM PLAN - WASTE & VENT
DA TN PROJECT NO.
JULY 2004 0376-72-989
SCALK DRA WING No.
114=f-0' ADPT 0
I XTURE 50HEDULF
SI M.
DE5GRIPTION
HOT
GOLD
WASTE
VENT
P -1
2" FLOOR DRAIN - An MODEL Z -415 WITH 5 3 .6 NIGKEL
--
--
2"
2
BRONZE STRAINER AND 2" DEEP SEAL P -TRAP.
P -2
WATERGL05ET - KOHLER MODEL K -4350 "WELLGOME" WITH
- --
1"
4"
2"
5LOAN "REGAL" III FLU5H VALVE, K -4b66G WHITE OPEN
FRONT SEAT, 1/2" 5TOP AND CHINA BOLT GAPS.
P -3
URINAL - KOHLER MODEL K -5016 "DEXTER" WITH SLOAN
- --
1
2
2"
" RE6AL" 180 FLUSH VALVE AND WALL GARRIER. MOUNT AT
24" TO LIP.
P-4
COUNTERTOP LAVATORY - KOHLER MODEL K- 2`105 -4
112"
112"
1 - 1/4"
1 - I/4"
SELF- RIMMING "FARMIN6TON" WITH MOEN L4600 LEVER
FAUCET, K - OPEN GRID STRAINER, 112" STOPS AND 1 - 112"
__
EX15T. 2 11 -d
- --
' P 2
'P -2
C
=
2 ..
_
I
- - - - -
'
C
C
P -3
.q
- - -- p -3
P 4
G
1/2" u2"
1/2"
' P -4 1/2" —
- 1 -112"
I/2"
I/ 2'� I /2"
3/4 "4"�
- p -2
C
-— - - -- -
P -3
P -4
- - -( - _ -- - NNEGT NEW 3/4" - -
-_��
TO EX15TINC HW PIPING
Y'
TOI ROOM PLAN- NATER PI PI NG
SCALE 1/4' = 1' -0'
PROJECT TTTZ,L
MELALEUCA CALL CENTER - REUVRG, IDAHO TOILET ROOM PLAN - WATER PIPING
__j
Vielson - Bodily & Associates P.A DAM-
PROJECT No.
JULY 2004
0376 -72 -989
- ATebilects
SCALE
DRAWING Na
— ADO Jahn A& PbT,, PO Bar MZ Idaho Alk M 8NO
- 1l pane ace/ �rn r av/w eras 1/4 -4 0"
ADPI.1
FMM
ml
W
IM
ml
=
//
PLAN NOTE5:
(D REMOVE ALL EXI5TIN6 MECH. UNIT5 LOGATED IN
EXI5TIN6 MEGH. ROOM. GAP ANY FUEL PIPING,
EXI5TIN6 DUCTWORK, ETG.. RETURN UNIT5 TO
OWNER PATCH ALL ROOF/ WALL PENETRATIONS
A5 REQUIRED.
im
ml
O L 0 7
o q
g
°
i
v
b
GRI LLE AND RE6 15TER SCHr -DULE
5YM.
51ZE
THROW
GFM
GONSTR.
FIN15H
BRANCT H
F.D.
O.B.
REMARK5
D -3 1
qxq
4 -WAY
130 -250
5TEEL
NHITE
5EE PLAN
NO
NO
TITU5 MODEL TDC
IN BEVELED FRAME
r:XHAU5T FAN
5GHEPULE
5YM•
TYPE
G.F.M.
5-P.E.
NATTS
GHAR.
R.P.M.
CONTROL
REMARKS
GEILIN6
MOUNTED
100
.25
81
120/60/1
110
5EE ELEGT.
GROAN L05ONE 5ELE MODEL LI00 WITH
BAGKDRAFT DAMPER 6% DUGT TO ROOF GAP.
�
GEILIN6
MOUNTED
200
25
121
120/60/1
140
5EE ELECT.
BROAN L05ONE 5ELEGT MODEL L200 WITH
2
R AGKDRAFT DAMPER. C TO ROOF GAP.
o q
g
°
i
v
b
_AN N OTES:
OI REMOVE ALL LIGHTING, POHER DEVIGE5, CONDUIT AND WIRE A5
REQUIRED FOR DEMOLITION. MAINTAIN PONER TO ALL DOWN5TREAM
DEVIGE5.
U TIE INTO EXI5TIN6 PONER OR LIGHT CIRGUIT THI5 ROOM.
n OCCUPANCY 5ENSOR.
G
C
5EE 5PEGIFIGATION5.
TOILET LEA' ROOM PLAN- ELECTRICAL
SCALES 1/4' = Y -0'
PROJECT.
.MELALEUCA CALL CENTER - RmuRG, IDAHO
Nielson Bodily & Associates P.A.
s
ATehilects
SAO &b Jdams mv, Po &a = l&b0 Aik ID &W
T=
TOILET ROW PLAN - ELECTRICAL
DATA
PROJECT No.
JULY 2004
0378 -72 -989
SCAL&
DRAIIDVG Na
ADD.0
L I GHT 1 22 1 XTURE SGHE
TYPE DE5GIRIPTION MANFA nRER GAT&.06 # MOUN IZ L R9f�RKS
MIRROR PRUDENTIAL P- 1850 - ITS -04 - PRA - 120 -6EB y�IALL ABOVE _
LIGHT _ _ MIRROR I- E32/78 -5PX35 _
F8
V
SURFAGE
MAP
LITRONIA
GB- 123 - 120 -655
SURPAGE
M
I- P321T8 -5PX35
-
_
_
_
Fl
EMER6ENGY
LIGHT
LITHONIA
ELM2
- -0"
INCLUDED
_
_
o
IO
KEY1F55
SOCKET
LEVITON
PORCELAIN
SUREAGE
MOUNT
I -22W GOMPAGT
PLUORESGENT
WITH
WIRE GUARD
_
50GKET
FII
STRIP
LIGHT
LITHONIA
5-132- 120 -6EB
VyALL ABOVE
DOOR
I- P32/TS -5PX35
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Melaleuca Call Center - Rexburg Phase U Addendum #W:
Electrical:
Specification:
Add to Section 16140 2.4 PLATES
C. Occupancy Sensors
I. Ultrasonic type.
2. Complete with sensor and combined relay / control transformer.
3. Approved Manufacturers And Models -
a. Honeywell -
l) Sensor - EL7612A 1001
2) Relay/ Transformer - EL7621 A 1002
a. Mytech -
1) Sensor - OMNI -US500
2) Relay / Transformer - MP Series A
b. Novitas -
1) Sensor - 01 -083
2) Relay/ Transformer - 13 -012
c. Pass & Seymour -
1) Sensor - US1001
2) Relay/ Transformer - PWP 120
d. Tork -
1) Sensor - SC20
2) Relay/ Transformer - TRPI
e. Unenco -
1) Two -Part Unit -
a) Sensor - C- 500 - 800 -QTI
b) Relay / Transformer - 211 -QTI
2) Self- Contained Unit - Sensor/ Relay C -500- 800 -SC
f. Watt Stopper -
1) Sensor - W -500A
2) Relay/ Transformer - Al20E -P
4. Contractor to Verify location with Manufacture recommendations and re- locate as required.
SECTION 09310 - CERAMIC TILE
PARTI- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I
Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Ceramic floor tile.
2. Glazed wall tile.
3. Stone thresholds installed as part of tile installations.
4. Cementitious backer units.
B. Related Sections include the following:
I. Division 3 Section "Cast -in -Place Concrete" for monolithic slab finishes specified for tile substrates.
1.3 DEFINITIONS
A. Module Size: Actual tile size (minor facial dimension as measured per ASTM C 499) plus joint width indicated.
B. Facial Dimension: Nominal tile size as defined in ANSI A137.1.
1.4 PERFORMANCE REQUIREMENTS
A. Static Coefficient of Friction: For tile installed on walkway surfaces, provide products with the following values as
determined by testing identical products per ASTM C 1028:
1. Level Surfaces: Minimum 0.6.
1.5 SUBMITTALS
A. Product Data: For each type of tile, mortar, grout, and other products specified.
B. Tile Samples for Initial Selection: Manufacturer's color charts consisting of actual tiles or sections of tiles showing the
full range of colors, textures, and patterns available for each type and composition of the indicated. Include Samples of
accessories involving color selection.
C. Grout Samples for Initial Selection: Manufacturer's color charts consisting of actual sections of grout showing the full
range of colors available for each type of grout indicated.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experienced installer who has completed tile installations similar in material, design,
and extent to that indicated for this Project and with a record of successful in- service performance.
B. Source Limitations for Tile: Obtain each color, grade, finish. type, composition, and variety of tile from one source with
resources to provide products from the same production run for each contiguous area of consistent quality in appearance
and physical properties without delaying the Work.
C. Source Limitations for Setting and Grouting Materials: Obtain ingredients of uniform quality for each mortar, adhesive,
and grout component from a single manufacturer and each aggregate from one source or producer.
D. Source Limitations for Other Products: Obtain each of the following products specified in this Section from one source
and by a single manufacturer for each product:
1. Stone thresholds.
2. Joint sealants.
Melaleuca Call Center - Rexburg Ceramic Tile 09310
0376 -72 -989 1 July 2004
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use.
Comply with requirement of ANSI A137.1 for labeling sealed tile packages.
B. Prevent damage or contamination to materials by water, freezing, foreign matter, and other causes.
1.8 PROJECT CONDITIONS
A. Environmental Limitations: Do not install tile until construction in spaces is completed and ambient temperature and
humidity conditions are being maintained to comply with referenced standards and manufacturer's written instructions.
PART 2- PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers:
Subject to compliance with requirements, provide products by one of the following:
1. Tile Products:
1)
Dal -Tile Corporation.
2. Tile- Setting and - Grouting Materials:
1)
Atlas Minerals & Chemicals. Inc.
2)
Boiardi Products Corporation.
3)
Bonsai: W.R. Bonsai Company.
4)
Bostik.
5)
C -Cure Corporation.
6)
Custom Building Products.
7)
Dal -Tile Corporation.
8)
DAP. Inc.
9)
Laticrete International. Inc.
10)
Mapei Corporation.
1 1)
Southern Grouts & Mortars, Inc.
12)
Summitville Tiles. Inc.
13)
TEC Incorporated.
2.2 PRODUCTS. GENERAL
A. ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A 137.1. "Specifications for Ceramic Tile," for types,
compositions. and other characteristics indicated.
L Provide tile complying with Standard Grade requirements. unless otherwise indicated.
2. For facial dimensions of tile, comply with requirements relating to tile sizes specified in Part 1 "Definitions"
Article.
B. ANSI Standards for "file Installation Materials: Provide materials complying with ANSI standards referenced in "Setting
Materials" and "Grouting Materials" articles.
C. Colors, Textures, and Patterns: Where manufacturer's standard products are indicated for tile, grout, and other products
requiring selection of colors, surface textures, patterns, and other appearance characteristics, provide specific products
or materials complying with the following requirements:
1. Provide Architect's selections from manufacturer's full range of colors, textures, and patterns for products of type
indicated.
2. Provide tile trim and accessories that match color and finish of adjoining flat tile.
D. Factory Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, blend tile in
the factory and package so tile units taken from one package show the same range in colors as those taken from other
packages and match approved Samples.
2.3 TILE PRODUCTS
A. Glazed Porcelain Tile: Provide flat tile complying with the following requirements:
1. Composition Porcelain
2. Facial Dimensions: 2 by 2 inches and 8 by 8 inches
3. Thickness: 5/16 inch
Melaleuca Call Center - Rexburg Ceramic Tile 09310
0376 -72 -989 2 July 2004
Face: Plan with square edges.
E. Glazed Wall Tile: Provide flat the complying with the following requirements:
1. Module Size: 4 by 4 inches.
2. Thickness: 5/16 inch (8 mm).
3. Face: Plain with modified square edges or cushion edges.
Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply with the following
requirements:
1. Size: As indicated, coordinated with sizes and coursing of adjoining flat the where applicable.
2. Shapes: As follows, selected from manufacturer's standard shapes:
1) Base for Portland Cement Mortar Installations: Coved.
2) External Corners for Portland Cement Mortar Installations: Bullnose shape with a radius of at least 3/4
inch (19 mm), unless otherwise indicated.
3) Internal Corners: Field - butted square corners, except with coved base and cap angle pieces designed to
member with stretcher shapes.
2.4 STONE THRESHOLDS
A. General: Provide stone thresholds that are uniform in color and finish, fabricated to sizes and profiles indicated to
provide transition between tile surfaces and adjoining finished floor surfaces.
I. Fabricate thresholds to heights indicated, but not more than 1/2 inch (12.7 mm) above adjoining finished floor
surfaces, with transition edges beveled on a slope of no greater than 1:2.
B. Granite Thresholds: Provide granite thresholds complying with ASTM C 615 requirements.
2.5 SETTING MATERIALS
A. Portland Cement Mortar Installation Materials: Provide materials complying with ANSI A108.1A and as specified
below:
I . Latex additive (water emulsion) described below, serving as replacement for part or all of gaging water, of type
specifically recommended by latex additive manufacturer for use with job -mixed portland cement and aggregate
mortar bed.
1) Latex Additive: Manufacturer's standard.
B. Dry -Set Portland Cement Mortar: ANSI Al 18.1.
I. For wall applications, provide nonsagging, latex - portland cement mortar complying with ANSI Al 18.4 for
mortar of this type defined in Section F-2.12
C. Latex- Portland Cement Mortar: ANSI Al 18.4, composed as follows:
1. Prepackaged Dry-Mortar Mix: Factory- prepared mixture of portland cement, dry, redispersible, ethylene vinyl
acetate additive: and other ingredients to which oniv water needs to be added at Project site.
I) For wall applications, provide nonsagging, latex- portland cement mortar complying with ANSI Al 18.4
for mortar of this type defined in Section F- 2.1.2.
D. Chemical- Resistant, Water - Cleanable, Ceramic Tile- Setting and - Grouting Epoxy: ANSI Al 18.3.
1. Provide product capable of resisting continuous and intermittent exposure to temperatures of up to 140 deg F
(60 deg C) and 212 deg F (100 deg C), respectively, as certified by mortar manufacturer for intended use.
E. Water - Cleanable, Tile- Setting Epoxy Adhesive: ANSI Al 18.3.
F. Modified -Epoxy Emulsion Mortar: ANSI Al 18.8.
2.6 GROUTING MATERIALS
A. Latex - Portland Cement Grout: ANSI Al 18.6 for materials described in Section H -2.4, composed as follows:
1. Factory- Prepared, Dry -Grout Mixture: Factory- prepared mixture of portland cement, dry, redispersible, ethylene
vinyl acetate additive; and other ingredients to produce the following:
I ) Unsanded grout mixture for joints 1/8 inch (3.2 mm) and narrower.
2) Sanded grout mixture for joints 1/8 inch (3.2 mm) and wider.
Melaleuca Call Center - Rexburg Ceramic "file 09310
0376 -72 -989 3 July 2004
2.7 CEMENTITIOUS BACKER UNITS
A. Provide cementitious backer units complying with ANSI Al 18.9, of thickness and width indicated below, and in
maximum lengths available to minimize end -to -end butt joints.
I. Thickness: 5/8 inch (15.9 mm), where indicated.
2. Width: Manufacturer's standard width, but not less than 32 inches (8 13 mm).
B. Products: Subject to compliance with requirements, provide one of the following products:
1. The Original Wonderboard: Custom Building Products.
2. DomCrete Cementitious Tile- Backer Board; Domtar Gypsum.
3. Util -A -Crete Concrete Backer Board: EinPan. Inc.
a. DUROCK Cement Board; United States Gypsum Co.
2.8 MISCELLANEOUS MATERIALS
B. Trowelable Underlayments and Patching Compounds: Latex - modified, port land- cement -based formulation provided or
approved by manufacturer of tile- setting materials for installations indicated.
C. Metal Edge Strips: White- zinc -alloy terrazzo strips, 1/8 inch (3.2 mm) wide at top edge with integral provision for
anchorage to mortar bed or substrate, unless otherwise indicated.
D. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and grout surfaces, specifically
approved for materials and installations indicated by tile and grout manufacturers.
2.9 MIXING MORTARS AND GROUT
E. . Mix mortars and grouts to comply with referenced standards and mortar and grout manufacturers' written instructions.
Add materials, water. and additives in accurate proportions.
G. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures to produce
mortars and grouts of uniform quality with optimum performance characteristics for installations indicated.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas. and conditions where tile will be installed, with Installer present, for compliance with
requirements for installation tolerances and other conditions affecting performance of installed tile.
I. Verify that substrates for setting tile are firm: dry; clean; free from oil, waxy films, and curing compounds; and
within flatness tolerances required by referenced ANSI A 108 series of tile installation standards for installations
indicated.
2. Verify that installation ofgrounds, anchors. recessed frames, electrical and mechanical units of work, and similar
items located in or behind tile has been completed before installing tile.
3. Verify thatjoints and cracks in tile substrates are coordinated with tilejoint locations: if not coordinated, adjust
latter in consultation with .Architect.
B. Do not proceed with installation until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Remove coatings, including curing compounds, and other substances that contain soap, wax, oil, or silicone and are
incompatible with tile- setting materials by using a terrazzo or concrete grinder, a drum sander, or a polishing machine
equipped with a heavy -duty wire brush.
B. Provide concrete substrates for tile floors installed with dry -set or latex - portland cement mortars that comply with flatness
tolerances specified in referenced ANSI A 108 series of tile installation standards for installations indicated.
1. Use trowelable leveling and patching compounds per tile - setting material manufacturer's written instructions to
fill cracks. holes, and depressions.
2. Remove protrusions. bumps, and ridges by sanding or grinding.
Melaleuca Call Center - Revbur2 Ceramic Tile 09310
0376 -72 -989 4
July 2004
C. Blending: For tile exhibiting color variations within the ranges selected during Sample submittals. verify that tile has
been blended in the factory and packaged so tile units taken from one package show the same range in colors as those
taken from other packages and match approved Samples. If not factory blended, either return to manufacturer or blend
tiles at Project site before installing.
3.3 INSTALLATION, GENERAL
A. ANSI Tile Installation Standards: Comply v%ith parts ofANSI A108 series oftile installation standards in "Specifications
for Installation of Ceramic Tile" that apply to types ofsetting and grouting materials and to methods indicated in ceramic
tile installation schedules.
B. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods
indicated in ceramic tile installation schedules.
C. Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering without
interruptions, unless otherwise indicated. Tenninate work neatly at obstructions, edges, and corners without disrupting
pattern or joint alignments.
D. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully
grind cut edges of tile abutting trim, finish, or built -in items for straight aligned joints. Fit tile closely to electrical outlets,
piping, fixtures, and other penetrations so plates, collars, or covers overlap tile.
E. Jointing Pattern: Lay tile in grid pattern. unless otherwise indicated. Align joints when adjoining tiles on floor, base,
walls, and trim are the same size. Lay out tile work and center the fields in both directions in each space or on each wall
area. Adjust to minimize the cutting. Provide uniform joint widths. unless otherwise indicated.
Grout tile to comply with the requirements of following tile installation standards:
1. For ceramic tile grouts (sand - portland cement. dry-set, commercial portland cement. and latex - portland cement
grouts), comply with ANSI A]08,10.
3.4 FLOOR PILE INSTALLATION
A. General: Install tile to comply with requirements in the Ceramic Tile Floor Installation Schedule, including those
referencing TCA installation methods and ANSI A108 series of tile installation standards.
Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying with applicable special
requirements for back buttering of tile in referenced ANSI A 108 series of the installation standards:
I. Tile floors composed of tiles 8 by 8 inches (203 by 203 mm) or larger.
2. Tile floors composed of rib- backed tiles.
C. Stone Thresholds: Install stone thresholds at locations indicated. set in same type of setting bed as abutting field tile,
unless otherwise indicated.
3.5 WALL TILE INSTALLATION
A. Install types of tile designated for wall installations to comply with requirements in the Ceramic Tile Wall Installation
Schedule, including those referencing TCA installation methods and ANSI setting -bed standards.
3.6 CLEANING AND PROTECTING
A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter.
I. Remove latex - portland cement grout residue from tile as soon as possible.
2. Unglazed tile may be cleaned with acid solutions only when permitted by the and grout manufacturer's written
instructions, but no sooner than 10 days after installation. Protect metal surfaces, cast iron. and vitreous
plumbing fixtures from effects of acid cleaning. Flush surface with clean water before and after cleaning.
B. Finished Tile Work: Leave finished installation clean and free of cracked, chipped, broken, unbonded, and otherwise
defective the work.
C. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure tile
is without damage or deterioration at the time of Substantial Completion.
I . When recommended by tile manufacturer, apply a protective coat of neutral protective cleaner to completed tile
walls and floors. Protect installed tile work with kraft paper or other heavy covering during construction period
to prevent staining, damage, and wear.
Metalcuia CAI Center - Revhurs Ceramic Tile 09310
0376 -72 -989
July 2004
Prohibit foot and wheel traffic from tiled floors for at least 7 days after grouting is completed.
D. Before final inspection, remove protective coverings and rinse neutral cleaner from tile surfaces.
3.7 CERAMIC TILE FLOOR INSTALLATION SCHEDULE
A. Ceramic Tile Floor Installation (Toilet Rooms): Where interior floor installations of this designation are indicated,
comply with the following:
I. Tile Type /Product: Glazed paver tile.
a. Dal Tile "Keystones" Blend Mocha DK -36 and Brownstone DK -156 in Rooms #ADI and #AD2.
2. Installation Method: TCA Fl 13.
3. Setting Bed and Grout: ANSI A108.5 with the following grout:
a. Unsanded latex- portland cement grout.
3.8 CERAMIC TILE WALL INSTALLATION SCHEDULE
B. Ceramic Tile Wall Installation: Where interior wall installations of this designation are indicated, comply with the
following:
1. Tile Type /Products: Glazed wall tile. Provide one of the following products:
a. Dal -Tile, Wall "tile, semi - gloss, matte, Price Group I and 2.
O Colors:
a) Rooms #ADI and #AD2 - Antique White DX -125.
2. Installation Method: TCA W244.
3. Setting Bed and Grout: ANSI A108. IA with the following grout:
a. Unsanded latex- portland cement grout.
END OF SECTION 09310
Melaleuca Call Center - Rexburg Ceramic Tile 09310
0376 -72 -989 6 July 2004
SECTION 10155 - TOILET COMPARTMENTS
PARTI- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract,, including General and Supplementary Conditions and Division I
Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes stock, manufactured toilet compartments
B. Types of toilet compartments include:
1. Metal, baked enamel finish.
C. Styles of toilet compartments include:
1. Floor - anchored, overhead- braced.
D. Styles of screens include:
1. Floor - anchored.
E. Supports for attaching compartments to overhead structural system are specified in a Division 5 Section.
F. Toilet accessories, such as toilet paper holders, grab bars, and purse shelves, are specified in another Division 10
Section.
1.3 SUBMITTALS
A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections.
B. Product data for materials, fabrication, and installation including catalog cuts of anchors, hardware, fastenings, and
accessories.
C. Shop drawings for fabrication and erection of toilet compartment assemblies not fully described by product drawings,
templates, and instructions for installation of anchorage devices built into other work.
D. Samples of full range of colors for each type of unit required.
1.4 QUALITY ASSURANCE
A. Field Measurements: Take Held measurements prior to preparation of shop drawings and fabrication, where possible.
to ensure proper fitting of work. However, allow for adjustments where taking of field measurements before fabrication
might delay work.
B. Coordination: Furnish inserts and anchorages which must be built into other work for installation of toilet
compartments and related items. Coordinate delivery with other work to avoid delay.
PART 2- PRODUCTS
2.1 MANUFACTURERS
A. Manufacturer: Subject to compliance with requirements, provide products by one of the following:
l . Steel - Baked Enamel Finish:
a. Accurate Partition Corp.
b. All American Metal Corp.
C. American Sanitary Partition Corp.
d. Ampco Products, Inc.
e. Flush -Metal Partition Corp.
f. General Partitions Manufacturing Corp.
g. Global Steel Products Corp.
Melaleuca Call Center - Rexburg Toilet Compartments 10155
0376 -72 -989 1 July 2004
h. Knickerbocker Partition Corp.
i. Lambaton- Universal Metal Products.
j. Metpar Steel Products Corp.
k. The Mills Company.
I. Monarch Toilet Partitions, Inc.
M. Sanymetal Products Co.
n. Weis/Robart Partitions, Inc.
2.2 MATERIALS
A. General: Provide materials which have been selected for surface flatness and smoothness. Exposed surfaces which
exhibit pitting, seam marks, roller marks, stains, discolorations. telegraphing of core material, or other imperfections
on finished units are not acceptable.
B. Steel Sheets for Baked Enamel Finish: ASTM A 591. Class C, galvanized- bonderized, of following minimum
thicknesses:
I. Pilasters (overhead- braced): 0.0396 inch (20 gage).
2. Pilasters (unbraced): 0.0516 inch (18 gage).
3. Panels and Screens: 0.0396 inch (20 gage).
4. Doors: 0.0336 inch (22 gage).
C. Concealed Anchorage Reinforcement: Minimum 0.108 inch (12 gage), galvanized steel sheet.
D. Concealed Tapping Reinforcement: Minimum 0.0785 inch (14 gage), galvanized steel sheet.
E. Core Material for Metal Partitions: Manufacturer's standard sound- deadening honeycomb of impregnated Kraft paper
in thickness to provide finished dimension of I inch minimum for doors, panels. and screens and 1 -1/4 inches minimum
for pilasters.
F. Pilaster Shoes and Caps: AS"I'M A 167, Type 302/304 stainless steel, not less than 3 inches high, 0.0396 inch thick
(20 gage), finished to match hardware.
G. Stirrup Brackets: Manufacturer's standard design for attaching panels to walls and pilasters, either chromium - plated
nonferrous cast alloy ( "Zamac ") or anodized aluminum.
H. Hardware and Accessories: Manufacturer's standard design, heavy duty operating hardware and accessories of
chromium - plated, nonferrous cast alloy ( "Zamac ").
I. Overhead Bracing: Continuous extruded aluminum, antigrip profile, with clear anodized finish.
J. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel. chromium - plated steel, or
brass. finished to match hardware, with theft - resistant -type heads and nuts. For concealed anchors, use hot -dip
galvanized, cadmium- plated, or other rust - resistant protective - coated steel.
2.3 FABRICATION
A. General: Furnish standard doors, panels, screens. and pilasters fabricated for compartment system. Furnish units with
cutouts, drilled holes, and internal reinforcement to receive partition - mounted hardware, accessories, and grab bars,
as indicated.
B. Door Dimensions: Unless otherwise indicated, furnish 24- inch -wide in- swinging doors for ordinary toilet stalls and
32- inch -wide (clear opening) out- swinging doors for stalls equipped for use by handicapped.
C. Metal Toilet Compartments and Screens: Pressure laminate seamless face sheets to core material and seal edges with
continuous interlocking strip or with lapped and formed edges. Weld edges and corners with exposed welds ground
smooth.
D. Overhead- Braced Compartments: Furnish galvanized steel supports and leveling bolts at pilasters as recommended
by manufacturer to suit floor conditions. Make provisions for setting and securing continuous, extruded, aluminum,
antigrip, overhead bracing at top of each pilaster. Provide shoe at each pilaster to conceal supports and leveling
mechanism.
Melaleuca Call Center - Rexburg Toilet Compartments 10155
0376 -72 -989 1 July 2004
E. Floor- Supported Compartments: Furnish galvanized steel anchorage devices complete with threaded rods, lock
washers, and leveling adjustment nuts at pilasters to permit structural connection at floor. Provide shoe at each pilaster
to conceal anchorage.
F. Floor- Supported Screens: Furnish pilasters and panels not less than 1 inch thick and of same construction and finish
as toilet compartments. Fumish galvanized steel anchorage devices complete with threaded rods, lock washers, and
leveling adjustment nuts at pilasters to permit structural connection to floor. Furnish shoe at pilaster to conceal
anchorage.
G. Hardware: Furnish hardware for each compartment to comply with ANSI Al 17.1 for handicapped accessibility and
as follows:
1. Hinges: Cutout inset type, adjustable to hold door open at any angle up to 90 degrees. Provide gravity type,
spring- action cam type, or concealed torsion rod type to suit manufacturer's standards.
2. Latch and Keeper: Manufacturer's standard surface- mounted latch unit, designed for handicapped accessibility,
with combination rubber -faced door strike and keeper.
3. Coat Hook: Manufacturer's standard unit, combination hook and rubber - tipped bumper, sized to prevent door
hitting mounted accessories.
4. Door Pull: Manufacturer's standard unit for out - swinging doors. Provide pulls on both faces of handicapped
compartment doors.
2.4 FINISH
A. Color: One of manufacturer's standard colors in each room, as indicated or, if not indicated, as selected by Architect.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General Comply with manufacturer's recommended procedures and installation sequence. Install compartment units
rigid, straight, plumb, and level. Provide clearances of not more than 1/2 inch between pilasters and panels, and not
more than I inch between panels and walls. Secure panels to walls with not less than two stirrup brackets attached near
top and bottom of panel. Locate wall brackets so that holes for wall anchorages occur in masonry or file joints. Secure
panels to pilasters with not less than two stirrup brackets located to align with stirrup brackets at wall. Secure panels
in position with manufacturer's recommended anchoring devices.
B. Overhead - Braced Compartments: Secure pilasters to floor and level, plumb, and tighten installation with devices
furnished. Secure overhead brace to each pilaster with not less than two fasteners. I fang doors and adjust so that tops
of doors are parallel with overhead brace when doors are in closed position.
C. Floor- Supported Compartments: Set pilaster units with anchorages having not less than 2 inches penetration into
structural floor, unless otherwise recommended by partition manutacturer. Level, plumb. and tighten installation with
devices furnished. Hang doors and adjust so that tops of doors are level with tops of pilasters when doors are in closed
position.
D. Screens: Attach with anchoring devices as recommended by manutacturer to suit supporting structure. Set units to
provide support and to resist lateral impact.
3.2 ADJUST AND CLEAN
A. Hardware Adjustment: Adjust and lubricate hardware for proper operation. Set hinges on in- swinging doors to hold
open approximately 30 degrees from closed position when unlatched. Set hinges on out - swinging doors (and entrance
swing doors) to return to fully closed position.
B. Clean exposed surfaces of partition systems using materials and methods recommended by manufacturer, and provide
protection as necessary to prevent damage during remainder of construction period.
END OF SECTION 10155
Melaleuca Call Center - Rexhur° Toilet Compartments 10155
0376 -72 -989 3 July 2004
Nielson Bodily &Associates PA
1` Architects
TRANSMITTAL
990 John Adams Parkway • P.O. Box 2212 • Idaho Falls, ID 83403 -2212 - Telephone 2081522 -8779 • Fax 2081522 -8785
Date: July 2, 2004 To: Building Department
City of Rexburg
Subject: Melaleuca Call Center 12 North Center Street
Rexburg Idaho 83440
TRANSMITTED HEREWITH:
Copies Description
4 Drawings and Specifications
1 Com Check
1 Building Permit Application
Remarks:
Nielson Bodily & Associates PA
V(
vey Virgin
0 4 -6oaq6
Nielson l
Bodily Associates PA
Architects
990 John Adams Parlavay • P.D. Box 2212 • Idaho Falls, ID 83403 -2212 • Telephone 2081522 -8779 • Far 2081522 -8785
Plan Revie Response
elaleuca Call Center
Permit Number 04 00246
The following is in response to additional plan review comments received from Val Christensen
dated August 3, 2004.
Handicap Parking :
You are correct, the existing handicap parking stalls do not meet the current requirements
of the ADA or ANSI 117. We will include by change order the restriping of handicap
stalls to meet the current requirements including but not limited to a van accessible space,
5' -0" aisle and proper signs.
Seismic Information for Roof Top Units (Section 1621 3 5 - 2002 supplement to IBC)
This requirement has been a difficult one to gather the information from the equipment
manufacturer. We finally have been somewhat successful obtaining some information
however as you can see the attached structural calculations are based on both the 1994 &
1997 UBC. If this is not acceptable please let me know and I will hire a Structural
Engineer to provide calculations.
I believe that you will find all is in order. Should you need any additional information or have any
questions please do not hesitate to contact our office.
cc: Roger Prestwich
Page 1 of 1
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8/3/2004
CITY OF
REXBUR —G
AMERICA'S F MILY CO,NNUNI Y
James Wyatt
NB Architects
P.O. Box 2212
Idaho Falls, ID 83403
Dear James,
19 East Main St 208 -359 -3020 Phone ext.324
PO Box 280 208 -359 -3022 Fax valft.rexburg id.us
Rexburg, Idaho 83440 www.rexburg.org
I received your letter dated July 22, 2004 concerning the Melaleuca Call Center. There are
still two unresolved issues that I felt were not sufficiently responded to. First, the handicapped
parking spaces that you say currently exist do not meet the requirements of the Americans with
Disabilities Act (ADA). The parking spaces must be properly signed and access aisles are required
to be 5' wide for the entire length of the parking space. At least one space is required to be van
accessible and requires a 9' wide access aisle.
Second, in the plan review letter that we gave to you, I identified the requirement for
connection information for any equipment as per Section 1621 of the International Building Code
(IBC) and the 2002 Supplement to the IBC. We still need the manufacturer's info prior to
installation. I have attached a copy of Section 1621.3.5 from the 2002 Supplement to the IBC.
We don't want to continue to hold up the project. At this time the Building Department has
approved you for a building permit. We still need to have these two issues resolved before
completion of the project. Please get me the above requested information as soon as possible. If you
have any questions, please give me a call at 359 -3020 ext. 324.
Sincerely,
Val Christensen
Building Official
cc Jon Berry
Chris Huskinson
08/31/2004 TH 12;07 FAX 004/013
• • . AUG. 31. 2004 10:38AM MICROMETL NO.737 P. 3
human Biddison & Loevenguth
Shuaturat Engineers
Los Angeles, Califomia
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. DETAt l-
UNIT M97
DATA
OpeMling Weight =1094 Ibs
Length = 6.52 ft
Ultcdth = 4.17 ft
Height= 4.77 ft
,•
Center of Gravity = 1.94 ft
Sam Shear V ; 0.73 (10941b) = 798 Ibs say 800 Ibs
OTM = 600 Ibs (1.94 ft) 15
rMb
RIM = 0.85 (1094 lb) ,(4.17 ft
=19381Hb
No Net Uplift
Mic"old Shear Capacity
4410 Teks Screws ifo 16 G
`
4 (361 Ibs) - 1044 Un
For seismic in x -dbw ion
'
Faroe on each fAcxo -Hold'
800 /4 = 200 Ibs - ,10441
okay
For Seismic in y- direction
Force transfers via Wwo-Hok
I to curb frame.
EtfecOive section may cone
ly assumed .. .
to be '' ' secion ins
tong oft be4wq )
'
M = 200 We (9 in) =1800 in4
MtcP la�t�s
S = 0.122 W
14.7
ksi
Y L
S 0.122
�c
+
Fb = 0.86 (33 W = 21•.8 icd
94.75 ksi okay
•
.
MF.c�1AtJ1cAl. vN17 '
- -•
10 `t.644 u vAr
'
•
✓
1�11G�.p- �IrO�.D �t iii C-zo►�
- .
rt'Ilte��'C1. C��
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nt,,,., -P.,. +k. 711112 P^A,.
Name of Project:
USE AND OCCUPANCY
1. Classification as per Sections 302.1 & 303 thru 312 GAOap ?J ON aSE
2. Identify if mixed occupancy exists. Yes or No If no then skip #3 below.
3. Incidental use areas see Table 302.1.1 S) -yta A." , ?
Accessory Space (10% or under)
Nonseparated Mixed Occupancy as per Section 302.3.1
Separated Mixed Occupancy as per Table 302.3 2A/,#-- Identify on plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating
4. If Assembly Occupancy exists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants
as per Section 303.1.1
5. Covered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 405.
Motor Vehicle Occupancies, see Section 406. I -2 Occupancies see Section 407. I -3 Occupancies
see Section 408. Motion Picture Projection Rooms see Section 409. Stages and Platforms see
section 410. Special Amusement Buildings see Section 411. Aircraft Related Occupancies see
Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H-
Occupancies see Section 415. Application of Flammab Finishes see Section 416. Drying Rooms
see Section 417. Organic Coatings see Section 418. &y
HEIGHT AND AREA
1. Area, First Floor 26 004 , Second Floor , Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
503.1.1) Yes No X
3. Height meets requirements as per Table 503. Yes No
4. Buildings on same Lot? Yes No If no then skip #5 below.
5. Regulated as Separate or Regulated as one Building as per Section 503.1.3
6. Height modified as per Section 504. Yes No X If yes , sprinklers are required.
7. Area modified as per Section 506. Yes No If yes use the area provided below to
calculate increase.
Total Area Allowed after Increase 3 6000 0 Area Shown on Plans mod o o , OK
8. Zero Lot Line Buildings see Se ti on 705. For Me zzanin es see Section 505. Unlimited Area
Buildings see Section 507.
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
1. Identify the Type of Construction as per Section 602 V
2. Check allowable material for Type I and II buildings as per Section 603
3. Table 601 - Identify Building Element Ratings A
4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls X
5. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section
704.8. 1) X
6. Projections meet requirements of Section 704.2 >C
7. Check for window vertical exposure from roof below as per Section 704.10 )C
8. Check that Parapets are not required as per Section 704.11
9. Are Firewalls used or required? Yes No If no, skip # 10 below.
10. Check Firewalls for Structural Stability Fire Resistance Rating as per Table 705.4
Made of Noncombustible Materials(exce t Type V) Horizontal Continuity Vertical
Continuity Connection to Exteri r Walls as per Section 705.5.1 Extend to
Horizontal Projecting Elements as pe ection 705.5.2 Openings (no windows) as per
Section 705.8 Check that Pene rations meet requirements of Section 712 Ducts and
Air Transfer Openings in Firewall et requirements of Section 705.11.
11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes No If no skip
# 12 below.
12. Check Fire iers for structural stability as per Section 706.4. Openings limited to 25%
of wall. aximum opening size of 120 sq. ft. (unless sprinklered) Check that
Penetrations meet the requirements of Section 712. Ducts and Air Transfer Openings meet
the requirements of Section 712 and 716.
13. Are Shaft Enclosures used or required? Yes No 'k If no then skip #14 below.
14. Shaft Enclosures meet the requirements of Section 707. K
15. Are Fire Partitions used or required? Yes No 'K If no then skip #16 below.
16. Check Fire Partitions for Structural Stability and Continuity as per Section 708.4. Dwelling
units that are sprinklered are allowed %2 hr. separations versus 1 hr. Check tha
Penetrations meet the requirements of Section 712. Ducts and Air Transfer O enings meet
the requirements of Section 712 and 716. /
17. Fire Rated Ceiling Panels meet requirements as per Section 711.3. l �-
18. All Penetrations Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712. - a"V �i�,
19. Fire Resistive Joint Systems meet the requirements of Section 713. �/ /+-
20. Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 715.3.
21. Fire Doors are Self Closing.
22. Fire Windows or Glazing conform to Section 715.4 and Table 715 . 4 . - 0440 -
23. Fire and Smoke Dampers conform with Section 716.-
24. Fire Blocking and Draft Stopping is provided as per Section 717 (Draft Stopping is not
required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces)
25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.
26. Floor Finish meets requirements of Section 804. '�
FIRE PROTECTION SYSTEM
1. Is a F' a Protection System required for this building in order to meet area, height etc. requirements?
Yes No If no skip #2 below.
2. List the type of system that is required 13
3. Other requirements requiring Fire Prote ion Systems (check if needed):
Group A (As per Section 903.2.1) N
Group E (As per Section 903.2.2)
Group F -1 (As per Section 903.2.3)
Group H (As per Section 903.2.4)
Group I (As per Section 903.2.5)
Group M (As per Section 903.2.6)
Group R (As per Section 903.2.7)
Group S -1 (As per Section 903.2 .8)
Group S -2 (As per Section 903.2.9)
All Buildings except R -3 and U (As per Section 903.2. 10) x
Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1�(/�
Commercial Cooking O ations (As per Section 903.2.12.2) -*�
As per Table 903.2.13
4. If Sprinklers needed as identified in #3 list type of system required. A
5. If Sprinklers required by any of the above, Are Monitors and Alarms provided as per Section
903.4 ?�,X
6. If an Alternati e Automatic Fire Extinguishing System is identified, does meet the requirements of
Section 904?
7. Are Fire Alarms required as per Sections 907 or 908? Yes No X if no then skip #8
below.
8. Do Alarms meet the requirements listed in Sections 907 or 908?
9. Is smoke control required ?(as per Sections 402, 404, 405 or 410) Yes No If yes, see
Sections 909.
10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410.
MEANS OF EGRESS
1. Minimum height of 7'as per Section 1003.2. >C
2. Any protruding objects meet the requirements of Section 1003.3. X
3. The occupant load shown on plans._&&
4. The occupant load as per calculated by Table 1004.1.2. 2 60
5. Occupant load posted in every assembly occupancy as per Section 1004.3.
6. Egress width is identified on plans. X
7. Egress width meets requirements as calculated per Table 1005.1. Y/
8. 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% of total required._(
9. Door encroachment does not reduce the required egress width to less than 50% required. X
10. Means of egress is illuminated as per Section 1006._
11. Illumination emergency power is shown for means of egress as per Section 1006.3.
12. An enclosed exit stairway is shown. Yes No if no, skip #13, #14 and #1 low.
13. Enclos d stairway has an area of refuge(as per Section 1007.6) or is sprinklered.
14. Area o refuge has 2 -way communications, instructions and is identified as per Sections 1007.6.3,
1007.6 and 1007.6.5.
15. Door clear widths are a minimum of 32 ". Except as allowed by exception of Section 1008.1.1. X
16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy._
17. Specialty doors meet the requirements of 1008.1.3. X
18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5. >C
19. Thresholds are identified as a maximum of %2" high, for swing doors and %" for sliding doors as per
Section 1008.1.6.
20. Space between two doors is less than 48 "(except R2*R3 non Type A units). X
21. Locks and latches meet requirements of 1008.1.8. ' J (, L-f✓L� ��AO'2�r5
22. Panic hardware is shown at required locations (Section 1008.1.9)._
23. Does a stairway exist. Yes No X If no, skip #24 thru #28.
24. Stairway doors do not open over stairs.
25. Stairway are minimum of 44" wide(except where occupant load is 50 or less or as per Section
1009.1).
26. Maximu r dr is 7 inches and minimum tread is 11 inches.
27. A land' provided at the top and bottom of each stairway.
28. Maxim vertical rise without a landing is 12'.
29. Handra are identified that meet the requirements of Section 1009.11.
30. Handra' s return to wall, etc. or are continuous to next stair handrails
31. Elevati n change of over 1/20 is designed as a ramp as per Section 1010
32. Exit signs are identified when over 2 doors are required for exiting.
33. Exit signs are spaced no more than 100' apart or to the door. X
34.42" guardrails are shown whenever a walking surface is over 30" above grade.
35. Any roof mechanical equipment within 10' from edge has a guardrail shown. NO
36. Egress does not pass through intervening spaces unless the space is accessory to the area served and
the intervening space is not hazardous. X
37. If multiple tenant spaces exist, egress from any one does not pass through another.
38. Length of egress travel does not surpass requirements as per Section 1013.3.
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2.
40. Spaces with one means of egress meet.the following maximum occupancy loads:
a. Occupancy A,B,E,F,M & U 50 occ.
b. Occupancy H -1, H -2, & H -3 - 3 occ.
C. Occupancy H -4, H -5, I -1, I- 3.1 -4, & R -10 occ.
d. Occupancy S - 30 occ.
41. Where two or more exits are required, they are a minimum of V2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1 /3._IV
42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided
43. Refrigeration machinery rooms and refrigerated rooms )over 1000 sq. ft. have two exits.
44. Stage means of egress comply with Section 1014.6. k
45. Exit Access travel distance meets requirements of Table 1015.1.
46. Exterior e t balconies constructed in accordance with Section 1015.1 have 100 added to their travel
distanced
47. Corridors are rated as per Table 1016.1.
48. Corridor widths meet requirements of Section 1016.2.__#�
49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F.
50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft
51. The minimum number of exits for occupant load meets the following:_
1 -500 requires 2 exits
501 -1000 requires 3 exits
More than 1000 requires 4 exits
5 g requirements Buildings with one exit meet the of Section and Table 1018.2. //r
q
53. Interior stairwells required as a means of egress me�q the requirements of Section 1019 /A
54. Space under stairs is identified as 1 -hour rated. .
55. Exterior ramps or stairs are open oq one side and have a minimum of 35 sq. $. of open space not less
than 42" above any floor level
56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6.'
57. Exterior balconies, stairways and ramps are over 10' fronj lot lines and other buildings on the lot.
58. Egress courts meet the requirements of Section 1023.5
59. Assembly occupancies meet the requirements of Section 1024. AIA
60. Window egress or better is provided in every sleeping room and any habitable basement.
ACCESSIBLITY
1. An accessible route connects all accessible buildings, accessible facilities, accessible elements,
accessible spaces and the public right -of- way(except as excepted by Section 1104). k
2. In addition to the required accessible entrances, 50% of all public entrances are accessible. V
3. Accessible parking is provided as per Table 1106.1.
4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy.
5. Van spaces are provided.(one out of six and any portion)
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance. _X /'
7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5.
8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1.
9. Where 4 or more apartment units, one level town homes or condos are located in one structure,
all units are designed as Type B units as per ICC /ANSI 117.1 unless on a upper level without
elevator service.
10. Where more than 20 apartment unit, one level town homes or condos are located ' a project, 2%
but not less than one are designed as Type A units as per ICC /ANSI 117.1
11. Wheelchair spaces (and companion seat as per Section 1108.2.5) are provided in Assembly
Occupancies as per Table 1108.2.2.1. )VA
12. Assistive listening systems are provided in Assembly occupancies where audible
communications are integral to the use of the space
13. Any Assembly occupancy performance area has an accessible route per Section 1108.2.8.
14. Any dining area in an Assembly Occupancy is fully accessible.
15. Self service storage facilities shall provide accessible spaces as per Section 1108.3._4
16. Toilet and bathing facilities are accessible(unless in a private office)as p Section 1109.2. ')G
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1
18. Where sinks are provided, 5 %, but not less than 1 is accessible
19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). t,G _
20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8. X
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1 1150 of the floor s a or 1/300 with vapor barrier.
2. 50% of the attic ventilation is 3 ft. above eaves
3. Crawl space ventilation complies with Section 1203.3.
4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4 of floor space.
5. Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4.1.
6. Bathrooms containing bathtubs, showers or spas are mechanically vented.
7. Natural or Artificial light is provided that meets the requirements of Section 1205.
8. Courts shall meet the requirements of Section 1206.3.
9. Dwellings party walls and floors meet the requirements of Section 1207.
10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area.
11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft._
12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0 ".
13. Attics and crawl spaces have access openings as per Section 1209.
14. An energy review has been submitted that meets the requirements of the International Energy
conservation code.
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and
leakage has been provided.
2. Water resistant barrier shown on sheathing as per Section 1402.2.
3. Masonry veneer is flashed at bottom and has weep holes.
4. Masonry veneer shall be mechanically attached as per Section 1405.5.
5. Stone Veneer is anchored as per Section 1405.6.
6. Sidings shall be applied as per Section 1405.
7. Fire separation distance for combustible veneers(siding) meet that of Table 1406.2.1.2.
8. Balconies that protrude shall meet the requirement of Table 601 for floors
9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407.
10. Roof coverings meet the requirements of Table 1505.1.
11. Double underlayment is provided in asphalt roofs with minimum slope of 2:12 up to and including a
4:12 slope.
12. An ice dam membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is
provided from the roof edge to 24" inside of the inside of the exterior wall.
13. Drip edge metal is provided along all roof edge.
14. Metal roofs meet the requirements of Section 1507.4.
15. Built -up roofs meet the requirements of Section 1507.10.
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13.
17. All other roofing types meet the requirements of Section 1507.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1. Structural Use Group (as per Table 1604.5)
2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live
loads, ground snow load, basic wind speed, wind exposure, seismic design category and site
class.
3. All plans except as described in #1 above shall include the following:
a. Floor live load including any reductions.
b. Roof live load as per Section 1607.11.
C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow
load importance factor and the thermal factor.
d. Wind design data, including basic wind speed, wind importance factor with building
category, wind exposure, applicable internal pressure coefficient and the design wind
pressure used for the design of components and cladding.
e. Earthquake design data including seismic importance factor, seismic use group, mapped
spectral response accelerations, site class, spectral response coefficients, seismic design
category, basic seismic - force - resisting systems, design base shear, seismic response
coefficients, response modification factors and the analysis procedure used.
4. Flood zone is identified(if in flood zone see Section 1603.1.6)
5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be posted.
6. Structural design calculations meeting the requirements of chapter 16 have been provided.
7. Architectural, mechanical and electrical components meet the seismic requirements of Section
1621.
8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.
9. Special inspections are identified for welding.
10. Special inspections are identified for high strength bolting.
11. Special inspections are identified for concrete construction except as excluded by Section
1704.4.
12. Special inspection are identified for masonry as per Section 1704.5.
13. Special inspections are identified for fills greater than 12" deep where a load is applied.
14. Special inspections are identified for all pier and pile foundations.
15. Special inspections are identified for sprayed on fire resistance applications.
16. Special inspections are identified for smoke control systems.
17. Quality assurance plan for seismic resistance is provided (except for design light frame as per
chapter 2308 or reinforced masonry less than 25 feet high)
18. Special inspections are provided for seismic force resisting systems.
19. Structural observations as per Section 1709 are identified for structures in Seismic Use Groups II or
III.
SOILS AND FOUNDATIONS
1. Allowable soil foundation bearing pressure (as per Table 1804.2).
2. Soil investigation meets the requirements of Section 1802.2.
3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for natural surfaces.
4. Information provided as per Section 1803.5 for any structural fill.
5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade
for frost protection.
6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3.
7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is
identified and approved by the building official).
8. Footings designed so that the allowable bearing capacity of the soil is not exceeded.
9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5 _).
10. Except for Group R and U occupancies of light framed construction of seismic design D and less
than 3 stories in hieght, concrete is a minimum of 3000 p.s.i..
11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5.
12. Foundation drainage system or water - proofing (Section 1807.3) is provided where water table
warrants.
13. Damproofing shown under slabs as per Section 1807.2.1.
14. Damproofing shown for foundation walls.
15. Minimum of 4" of gravel is shown under all slabs.
16. Foundation drain is installed (except in well - drained gravel areas) as per Section 1807.4.2 and
1807.4.3.
17. Piles meet requirements of Section 1808, 1809, 1810 and 1811.
18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812.
CONCRETE and MASONRY
1. Construction documents show compressive strength of concrete, strength or grade of reinforcement
and the size and location of reinforcement.
2. Structures assigned to Seismic Design Category D contain a statement identifying the if slab -on-
grade is designed as a structural diaphragm.
3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the
requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2).
4. Masonry shear walls are provided in both directions so that their cumulative dimension in each
direction is a minimum of 0.4 times the long length of the building (as per Section 2109.2.1.2).
5. Floor and roof diaphragm width to length ratios for masonry buildings meet Table
2109.2.1.3.(Empirical Design Only)
6. Masonry wall lateral support is identified in engineering documents or empirically by Table
2109.4.1.
7. Masonry thickness for one story is a minimum of 6" and 8" for two story buildings.
8. Masonry foundation walls meet the requirements of Section 2109.5.6.