HomeMy WebLinkAboutCO & DOCS - 04-00336 - Platt Electric Wholesaleo +
CITY OF
REXBURG
AMERICAS FAMILY COMMUNITY
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:
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
0400336
International Building Code :2000
191 Airport Rd
Wholesale
Platt Electrical Wholesale
IMO
Cedar Falls Llc
2317 E 400 N
St Anthony, ID 83445
Contractor:
Special Conditions:
Occupancy:
Depatco Inc
This Certificate, issued pursuant to the requirements of Section 109 of the Intemational 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 v►es found to be in compliance vuth the requirements of the code
for the group and division of occupancy and the use for Mich the proposed occupancy vies
classified.
Date C.O. Issued: January 25, 2005 (03:
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. ,
Water Departmen L --- Fire De •
State of Idaho Electrical Department (208 - 356- 4830):
CYTY OF REXB UR G
BUILDING PERMIT APPLICATION
19 E MAIN, REXBURG, ID. 83440
208 - 359 -3020 X326
PARCEL NUMBER: ;Ff'XJ(
SUBDIVISION: �yl�otil f�t1,S�s UNIT#
CITE OF RIX8URG
BLOCK# LOT#
OWNER: ��Qtl De A -b CONTACT PHONE #
PROPERTY ADDRESS:
PHONE #: Home ( ) Work (
Cell (
STATE:.t - ( S
APPLICANT (If other than owner)_
(If applicant if other than owner, a statement
04 OLW f Rlif-
for owner must accompany this application.)
STATE; y" ZIP 9 3%C
-St , Cell ( ) .313 — 7 4,7e,e
MAILING ADDRESS CIT /� STATE ZJ ZIP , 3yqq4 —
How many houses are located on this property? `(l
Ar
Did you recently purchase this property? No 0 yes give owner's name)
Is this a lot split? NO YES Please bring copy of new legal description of property)
PROPOSED USE:
(i.e., Single Family Residence, Multi Family, Apartments, Remodel,
Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby
certify that I have read this ap f'cation and state that the information herein is correct and I swear that any information which may
hereafter be given by me earin s before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be
truthful and correct. gree to c ply with all City regulations and State laws relating to the subject matter of this application and
hereby authorized r resentat' es of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The
building official y revo ape approval issued under the provisions of the 2000 International Code in cases of any false
statement or m' eprese do Wi4 or on the plans on which the permit or approval was based. Permit void if not
started with' 0 d i or,kA days.
of Owner /Applicant
�/ Aq /
DATE
WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non- refundable and are paid in full at the time of application beginning January 1. 2005.
City of Rexburg's Acceptance of the plan review fee does not constitute plan approval
"Building Permit Fees are due at time of application"
"Building Permits are void if you check does not clear"
ADDRESS OF
CONTRACTOR: ,q f r-p PHONE: Home# Work# Cell#
NAME 2C. /rC
PROPERT ADDRESS
SUBDIVISION $ 01114iM P nQ.4t1J�l5S
Dwelling Units: Parcel Acres: �G--
Front Footage (if applicable) 2-13
w
i
CITY OF
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measur�treats vf t mg
First Floor Area „3DO d Unfinished Basement area AI
Second floor/loft area Finished basement area Al
Third floor /loft area it / /!l Garage area &A
Remodel (Need Estimat) $ A
PLUMBING
PLUMBERS NAME
CITY
STATE
ZIP
ADDRESS
PHONE(
FIXTURE COUNT
CLOTHES WASHING MACHINE SPRINKLERS
DISHWASHER TUB /SHOWERS
FLOOR DRAIN -- " 2 TOILET/URINAL
GARBAGE DISPOSAL /1[ /�F WATER HEATER
HOT TUB /SPA WATER SOFTENER
SINKS 3
(Lavatories, kitchens, bar, mop)
WATER METER COUNT k WATER METER SIZE 1
HEAT (Circle all that apply )o Oil Coal Fireplace Electric
Commercial Buildings & A artments
BUILDING ESTIMATE $ O'lb
PLUMBING ESTIMATE $ O+Dm
STORM WATER LENGTH A
FRONT FOOTAGE Z /3°
STRUCTURES
USE -Le
BEDROOMS
UNITS
NON CEN
OCCUPANCY LOAD_
EXITS
SETBACKS
FRONT SIDE
units
CONSTRUCTI N
ROOF
SANITATION METHOD
HEAT Ad"GG A /?, C fZ
FLOOD ZONE
FENCE TYPE rZ
OCCUPANCY l
SIDE BACK
2
SUBCONTRACTOR LIS
Excavation &
Ld
i
FYGAFRzE as i
EarChWOrK:
Concrete-
Masonry-
Roofing:
Z ! c &-%
Insulation:
Drywall
Painting
Floor Coverings :
r
Plumbing:
Heating:
Electrical:
Roof Trusses:
Floor / Ceiling Joists:
Cabinets:
Siding /Exterior Trim:_
Other:
SPECIAL CONSTRUCTION
(Manufacturer or Supplier)
ft
's<^--u
alkl &AJ
Design Intelligence, LLC
Engineering Calculations Summ
Date: September 13, 2004
Subject: 1att Electric uI1ding, Madison County, Rexburg, Idaho
Customer: DePatco Construction
�,. 8
<P
ii
GIP( OF R B1.JCI
The customer provided anchor bolt drawings of the buildng. This analysis uses the Design Loads provided by
the steel building manufacturer. The 2000 International Building Code is the basis for the calculations.
Materials:
Concrete: 2500 psi @ 28 days
Reinforcing Steel - fy = 60,000 psi
Assumptions:
International Building Code 2000 allowables
Design Loads:
CO, 4 468,.z
All foundation loads taken from Manufacturer's foundation reactions provided by Steel Visions, Inc.
References:*,
2000 International Building Code
Customer Anchor Bolt Drawings G J/
Summary These calculations and included details are for
this location and customer only and not to be
All footing sizes and reinforcing are noted on the drawings. reused in any manner without the written
consent of Design Intelligence.
Designed d. cot A Spay P.E.
Checked By:
Date:
Date:
U
()j
- a, d23�5 � z -•s� � ��rJ��.i
67.> c O-a . 1
5�
r` (YL K�..�,�..J � n- c" i.t_ (t.. f .I....SLJ '= 3 � 2. � � � � )'- U � � 3 � � 1
�- 4-
a
c V i
n E P �_
Spread Footing Analysis
Footing Description
FRAME LINES 1 AND 6 ENDWALL
Elevations
1.63 ft.
Top of Pedestal 100.00
ft.
Bottom of Footing 97.00
ft.
Pedestal Dimenstions
128.52 kips OK
X Dir Y Dir.
Z Dir.
12.00 in. 12.00 in.
2.00 ft.
Soil Data
36.89 kip -ft OK
Weight Allowable Bearing
Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir.
Z Dir.
0.00 0.00
19.70
Results
Footing Dimensions
X Dir. Y Dir.
Z Dir.
4.25 ft. 4.25 ft.
12.00 in.
Maximum Bearing Pressure =
1,465.00 psf
Minimum Bearing Pressure =
1,465.00 psf
Concrete Strength = 2500 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
1.63 ft.
Ultimate Load Pu =
33.49 kips
Ultimate Shear Load Vu =
27.81 kips
Ultimate Shear Capacity Vc =
128.52 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 214.20 kips
Ultimate Load Pu = 33.49 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
1.63 ft.
Ultimate Moment =
8.22 kip -ft
Rn =
26.53 psi
Maximum Reinforcing Allowed =
6.13 in. sqrd
Actual Reinforcing Required =
0.25 in. sgrd
Minimum Reinforcing Required =
0.92 in. sgrd
Ultimate Moment Capacity =
36.89 kip -ft OK
rF
D E D, W ,, I
f ill F ..,.�
Spread Footing Analysis
Footing Description
FRAME LINES 1 & 6 ENDWALL UPL
Elevations
1.63 ft.
Top of Pedestal 100.00
ft.
Bottom of Footing 97.00
ft.
Pedestal Dimenstions
128.52 kips OK
X Dir Y Dir.
Z Dir.
12.00 in. 12.00 in.
2.00 ft.
Soil Data
37.17 kip -ft OK
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00
psf
Loads - Kips
X Dir. Y Dir.
Z Dir.
0.00 0.00
-5.60
Results
Footing Dimensions
X Dir. Y Dir.
Z Dir.
4.25 ft. 4.25 ft.
12.00 in.
Maximum Bearing Pressure =
64.00 psf
Minimum Bearing Pressure =
64.00 psf
Concrete Strength = 2500 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
1.63 ft.
Ultimate Load Pu =
9.52 kips
Ultimate Shear Load Vu =
7.91 kips
Ultimate Shear Capacity Vc =
128.52 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 214.20 kips
Ultimate Load Pu = 9.52 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
1.63 ft.
Ultimate Moment =
0.36 kip -ft
Rn =
1.16 psi
Maximum Reinforcing Allowed =
6.13 in. sqrd
Actual Reinforcing Required =
0.01 in. sqrd
Minimum Reinforcing Required =
0.92 in. sqrd
Ultimate Moment Capacity =
37.17 kip -ft OK
D LEI
I r K
Spread Footing Analysis
Footing Description
FRAME LINE 2, 3, 4 5 LL +DL
Elevations
2.50 ft.
Top of Pedestal 100.00
ft.
Bottom of Footing 97.00
ft.
Pedestal Dimenstions
128.52 kips OK
X Dir Y Dir.
Z Dir.
12.00 in. 12.00 in.
2.00 ft.
Soil Data
51.51 kip -ft OK
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir.
Z Dir.
0.00 0.00
40.80
Results
Footing Dimensions
X Dir. Y Dir.
Z Dir.
6.00 ft. 6.00 ft.
12.00 in.
Maximum Bearing Pressure =
1,505.00 psf
Minimum Bearing Pressure =
1,505.00 psf
Concrete Strength = 2500 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
2.50 ft.
Ultimate Load Pu =
69.36 kips
Ultimate Shear Load Vu =
63.46 kips
Ultimate Shear Capacity Vc =
128.52 kips OK
Check Load Transfer From
Pedestal to Footing
Allowable Concrete Bearing Load = 214.20 kips
Ultimate Load Pu = 69.36 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
2.50 ft.
Ultimate Moment =
28.22 kip -ft
Rn =
64.51 psi
Maximum Reinforcing Allowed =
8.66 in. sqrd
Actual Reinforcing Required =
0.86 in. sqrd
Minimum Reinforcing Required =
1.30 in. sqrd
Ultimate Moment Capacity =
51.51 kip -ft OK
,.
L,
Iq FF°
DF Kit
Spread Footing Analysis
Footing Description
FRAME LINE 2,3 4 5 UPLIFT
Elevations
2.50 ft.
Top of Pedestal 100.00
ft.
Bottom of Footing 97.00
ft.
Pedestal Dimenstions
128.52 kips OK
X Dir Y Dir.
Z Dir.
12.00 in. 12.00 in.
2.00 ft.
Soil Data
52.44 kip -ft OK
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00
psf
Loads - Yips
X Dir. Y Dir.
Z Dir.
0.00 0.00
-10.50
Results
Footing Dimensions
X Dir. Y Dir.
Z Dir.
6.00 ft. 6.00 ft.
12.00 in.
Maximum Bearing Pressure =
80.00 psf
Minimum Bearing Pressure =
80.00 psf
Concrete Strength = 2500 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
2.50 ft.
Ultimate Load Pu =
17.85 kips
Ultimate Shear Load Vu =
16.33 kips
Ultimate Shear Capacity Vc =
128.52 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 214.20 kips
Ultimate Load Pu = 17.85 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
2.50 ft.
Ultimate Moment =
1.50 kip -ft
Rn =
3.43 psi
Maximum Reinforcing Allowed =
8.66 in. sgrd
Actual Reinforcing Required =
0.05 in. sqrd
Minimum Reinforcing Required =
1.30 in. sgrd
Ultimate Moment Capacity =
52.44 kip -ft OK
IF
LH ? Y `
f
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JAN -25 -2005 11:23AM FROM- DEPATCO INC
+2086244043
T -335 P.001 /004 F -347
/ 4
Phonc: (208) 624 -3836 / e - Fax: (208)6244043
2317 East 400 North SE. An[hony, ID 83445
FAX COVER SHEET
TO: City of Rexburg
ATTN : Jon
FAX #: 208 - 359 -3024
DATE: 1/25/04
PAGES: 4 Including this page
RE: Bolt & Concrete Inspection Reports
0egy(06(6(aed
v
X,
JAN -25 -2005 11:23AM FROM - DEPATCO INC +2086244043 T -335 P.002/004 F -347
PAGE #1 OF 1
} MATERIALS REVISION DATE 11/1112004
\\MT IS E RV ER21RE PO RTS\EAST ERN
TESTING V IDAH0\2004REFOrfra \E40128c•PLA7T
ELECTRICWT002SI)MC
INSPECTION
❑ Environmental Services ❑ Geotechnical Engineering ❑ ConstrucLlon Materials Testing ❑ Special Inspections
Phone: (208) 624 -3836
DePatco, Inc. Fax: (208) 624 -4043
1717 East 400 North Other;
St. Anthony, ID 83445
Project: Platt Electric, Airport Road, Rexburg
Permit #: 04 - 00336
— — . - - Inspector: Troy McM .uIrey
Inspection Date: October 21, 2004
HIGH S RE NGTH BOLTING INSPECTION REPORT
On the above date, our representative performed work on the referenced project as- reported below.
Inspected installation of snug tight only ASTM A 325 % ", 3 /4" and 1" bolts. raying surfaces were flush and in
full contact. Verified all bolts at every connection at pre - engineered metal building; end wall columns to end
wall frames, tapered column to tapered mainframes, eve strut to eve extensions,' and eve extensions to top of
tapered columns.
Work inspected was in compliance with project plans and specifications.
If you have questions concerning this report (rpt002sb.doc), please contact us immediately.
Respectfully submitted,
MATERIALS TESTING & INSPECTION INC.
_�
Reviewed by: Dan King
Eastern Idaho Manager
CC: Mike Bressler, Steel Vision; Val Christensen, City of Rexburg; DePatco, Inc.
1230 North Skyline Drive, Suite C. Idaho Falls, ID 83402 208 529 -8242 rem 208 - 52"911
Email: eimtiftmtkid.com Website: www.mtl- Id.com
JAN -25 -2005 11:23AM FROM - DEPATCO INC +2088244043 T -335 P.003/004 F -347
OF
r MATE RIALS PAGE #1 TP 1
p o
EVis�N oarE i trllrzoon
1 \M T iSERV ER21R E PO RT9WA9TER N
TCSTING Fs r0Ah012004FSP0RT51E4012BC —PLATT
ELrCTAcCkAPT001MOM
INSPECTION
❑ Environmental Services 0 Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections
Phone: (208) 624 -3836
DePatco, Inc. Fax: (208) 624 -4043
1717 East 400 North Other:
St. Anthony, TD 83445
Project: Platt Electric, Airport Road, Rexburg
Inspector: Paul DesFosses
Inspection ,October
REINFORCED CONCRETE INSPECTION REPORT
On the above date, our representative performed work on the referenced project as reported below.
Inspected reinforcing steel placement at 8 piers on interior of foundation wall.
Monitored one load arriving at the jobsite for correct mix. Performed one air entrainment test and one slump
test. Observed placement and consolidation of 2 cubic yards of concrete mix #172 placed at locations noted
bove, and cast one set of 4 cylinders.
Cylinders: #42424. #42427
Work inspected was in compliance with project plans and specifications.
If you have questions concerning this report (rpt.001 rc.doc), please contact us immediately.
Respectfully submitted,
MATERIALS TESTING & INSPECTION INC.
� L4���
Reviewed by: Dan King
,Eastern Idaho Manager
12$0 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208 - 529 -8242 Fax: 208- 529 -6911
Email: eimtiOmti- id.com Wabslte: www.mtl- id.com
JAN -25 -2005 11:23AM FROM - DEPATCO INC +2086244043 T -335 P.004/004 F -347
' MATERIALS ASTM C -39 Concrete Cylinder P " OE � 1 OF1
Y REVIaioNDarE11 /11/2007
kIMTI S ERv F. R21 R EP O MM\ I=AST ERN
T ESTING Compressive Strength EL9crAG1c42424.00G40128C-PLA7
INSPECTION
❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections
Phone; (208) 624 -3836
De Pa tCo, Inc. Fax: (208) 624.4043
1717 East 400 North Other:
St. Anthony, ID 83445
Project: Platt Electric, Airport Road, Rexburg
Contractor: Steel Vision Inspector: Paul DesFosses
Supplier: Walters Truck #: 85 Ticket #: 261
Mix TD: 172 # Of Yards: 2 Report #: 001 rc
Location: 2 " pier on north wail from the west -
MIX PROPORTIONS PROVIDED BY SUPPLIER:
TEST PROPERTIES & CONDITIONS:
Sizc of Load:
2 yards
Wcather Conditions: Clear
Cement (lbs):
Failure
Ambient Temperature (1�: 68
Fly Ash (Ibs):
Not
Concrete Temp. (ASTM C 1064.) (F): 62
Water (gal):
Provided
Time Concrete Batched (from Tickcr): 11 :52am
Coarse Agg_ it L (lbs):
13y
Time Repamentntive Concrete Placcd: 12:1
Coarse Agg. 42 (Ibs):
The
Air Content (ASTM C 231 or C -173) ( %): 2.2
Fine Agg. #1 (Ibs):
Redi
Slump (ASTM C 143) (inches): 3
Fine Agg. 4i2 (Ibs):
Mix
Unit Weight (ASTM C 138): - - - --
Admix #1 (oz):
Company
Yield (ASTM C 138): - - -- -
Ad,nix #2 (oz):
Water Added (gals): 3
Admix #3 (oz):
42425
Set # (if any)
Water /Cement Ratio:
1.00
28.27
28
Nov 2, 04
Sampled in accordance with ASTM C 172
6590
Cylinders cast in accordance with ASTM C31— Field / C 192 - Lab
Cast Date: Oct S. 04 Specified Pc (psi): 4000
# of Cylinders: 4
Cylinder
Corr.
Cylinder
Test
Test
Failure
Compressive
C-617
Fracture
ID Diam. I Height
Factor
Area
Age
Date
Load
Strength
Cap
Type
Compliance
42424
6
12
1.00
28.27
7
Oct 12, 04
147,195
5210
shear
42425
6
12
1.00
28.27
28
Nov 2, 04
186,445
6590
cone/shear
PASS
42426
6
12
1.00
28.27
28
Nov 2, 04
184,600
6530
cone /shear
PASS
.42427
6
12
1.00
28.27
28
Nov 2, 04
182,225
6440
cone /shear
PASS
Notes: Cylinder diameter bused on average for indicated test date; ASTM C -617 is a sulfur cap — ASTM T31 neoprene pads used unless odierwise noted.
If you have questions concerning this report (c42424.doc), please contact us nediately.
Respectfully submitted,
MATERIALS TESTING & INSPECTION INC.
Reviewed by: Dan King
Eastern Idaho Manager
1230 North Skyline Drive, Suite C, Idaho Falls, ID 934
Email: eimtlRmrl- Id.com Webslie;
I
i
I
x 206-529 -6911
Sep 27
2004 9:50AM HP LRSERJET FAX
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MATERIAL
TESTING Fs
INSPECTION
p.1
PAGE # 1 OF 2
Date September 23, 2004
Doc ID'
\lmtitei_servsrlscope of service lelters\platt electric - rexburg.rtf
❑ Environmental Services 0 Geotechnical Ennineerinq O Construction Materials Testing 17 Special Inspe
Mr. Val Christensen Phone: (2fJd) 359-3ulu x 334
Building Official Fax: (208) 359 -3022
City of Rexburg e -mail: vale &i.rexburg.id.us
12 North Center
Rexburg, Idaho 83440 K
Re: MTI Scope of Services
loft Electric exburg, Idaho
Steel Vision has retained our firm to provide concrete testing and structural bolting inspections on the above
referenced project. Herewith we are providing our proposed scope of work. If you have any other
requirements, please contact Dan King at (208) 529 -8242.
SCOPE OF SERVICES — SPECIAL INSPECTIONS & CONSTRUCTION TESTING
In accordance with IBC 1701, MTI has developed this scope of work for the project. A copy of this scope of
work has been provided to Steel Vision for their review.
Duties and Responsibilities of the Special Inspector
1. Observe work
The special inspector shall observe the wont for conformance with the building department approved
(stamped) design drawings and specifications and applicable workmanship provisions. Architect / engineer
reviewed shop drawings and /or placing drawings may be used only as an aid to inspection. Special
inspections for structural steel are to be performed on a continuous and or periodic basis as outlined below.
2. Report nonconforming items
The special inspector shall bring nonconforming items to the immediate attention of the contractor and note
all such items in the daily report. If any item is not resolved in a timely manner or is about to be
incorporated in the work, the special inspector shall immediately notify the building department and the
engineer or architect.
3. Furnish daily reports
On request, each special inspector shall complete a daily report for each day's inspections to remain at the
job -site with the contractor for review by the building department's inspector. The daily report shall indicate
the following:
a. Description of daily inspections and tests made with applicable locations;
b. Listing of all non - conforming items;
c. Report on how non - conforming items were resolved or unresolved as applicable; and
d. Itemized changes authorized by the architect, engineer and building department if not included in non-
conformance items.
5. Furnish final report
The inspection agency (MTI) shall submit a final signed report to the building department stating that all
items requiring structural steel special inspections were fulfilled and reported and, to the best of our Special
Inspector's knowledge, in conformance with the approved design drawings, specifications, approved
change orders and the applicable workmanship provisions. Items not in conformance, unresolved items or
any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous
was required, etc.) shall be specifically itemized in this report.
1230 N. Skyline Drive, Suite C, Idaho Falls, ID 83402 208 529 -8242 Fax 208 529 -6911
r=-Mallmt!@mti-id.com www.mtl- id.com
Sep 27 2004 9:50RM
.9k
HP LRSERJET F R}{
MATERIALS
TESTING &s
INSPECTION
p.2
PAGE #2OF2
~" Date September 23, 2004
Doc ID:
1lMtilsi_ssrverlscope of service letterslplall electric - rexburg.rtl
❑ Environmental Services ❑ Geotechnical Englneering ❑ Construction Materials Testing ❑ Spec Inspections
Special Inspection Requirements
Reinforced Concrete Special Inspection & Materials Testing. In accordance with building code
requirements, our inspectors will inspect reinforcing steel- During concrete placement, our representative
will observe placement, obtain samples, perform slump and air entrainment testing, and confirm mix design
information.
Structural Steel 1 High Strength Bolts Inspection & Testing. In accordance with building code
requirements, our inspector will be on -site on a continuous basis for any fully tensioned high strength
bolted connections accomplished by the turn of the nut method or will inspect 10% of the bolts in each
connection or not less than 2 bolts in each fully tensioned high strength bolted connection where the
calibrated wrench method is employed.
All inspections and tests will be performed only when scheduled. Inspection and testing of structural steel
will be performed by ACI, ICBO, AWSICWI, ASNT or other certified personnel approved by your building
department. (Resumes of qualified personnel can be provided upon request of the building official) Copies
of field reports will be left on site daily and maintained on site for easy review of performed inspections and
/ or tests. All reports will be given to the on -site project superintendent for the contractor and available for
review by the City Building Officials. Non - conformance reports will be faxed and reported to Steel Vision's
construction manager for review.
Testing and Inspection Limits of Authority
MTI may not:
1. Release, revoke, alter, or enlarge on requirements of Contract Documents.
2. Approve or accept any portion of the Work.
3. Assume any duties of Contractor.
4. Stop the Work
Reports
The report distribution as established will include Steel Vision's Construction manager, the general contractor,
and the City of Rexburg Building Department. Should you desire additional parties to receive reports, please
contact us. Scheduling for inspections and testing will be coordinated through our Dispatch Department.
Dispatch hours are 7:00 a.m. - 5:00 p.m -, and the dispatcher can be reached through our main phone, (208)
529 -8242. Example inspection forms and reports are available for your review.
If you have any questions concerning the proposed scope of services or if MTI can be of any further
assistance, please call on us at (208) 529 -8242.
Respectfully Submitted,
MAT AL .TESTIN INSPECTION, INC.
F
an ing
Eastern Idaho Gene . Manager
1230 N. Skyline Drive, Suite C, Idaho Falls, ID 83402 208 529 -8242 Fax 208 529 -6911
E -Mail mti*mti- id.com www.mti - id.com
Des
Ign
intelligence, LLC
Structural Engineering
3685 W Hwy 33
Rexburg, Idaho 83440
Date: September 27, 2004
To: Val Christensen
Rexburg City Building Department
Subject: Platt Electric Building
Dear Mr. Christensen,
Call: (208) 359 -1461
FAX: (208) 359 -0740
Per the requirements of IBC 2000 I have directed the contractor to change the concrete strength
requirement from 2500 psi to 3000 psi for the foundations. The contractor is also aware of the special
inspection requirements associated with the concrete piers.
Please call me if you have any questions.
Respectfully,
Scott A Spaul in g, P.E.
Design Intelligence, LL
MATERIALS
TESTING &
INSPECTION
PAGE #1 OF 1
REVISION DATE 11/11/2004
WTISERVER2 \REPORTS \EASTERN
IDAHO\2004REPORTS \E40128C- PLATT
ELECTRIC\RPT001 RC.DOC
❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections
Val Christensen
City of Rexburg
12 North Center
Rexburg, ID 83440
Phone: (208) 359 -3020
c o j Fax: (208) 359 -3022
Other:
Project: Platt Electric, Airport Road, Rexburg
Inspector: Paul DesFosses
Inspection Date: October 5, 2004
REINFORCED CONCRETE INSPECTION REPORT
On the above date, our representative performed work on the referenced project as reported below.
Inspected reinforcing steel placement at 8 piers on interior of foundation wall.
Monitored one load arriving at the jobsite for correct mix. Performed one air entrainment test and one slump
test. Observed placement and consolidation of 2 cubic yards of concrete mix #172 placed at locations noted
bove, and cast one set of 4 cylinders.
Cylinders: #42424 - #42427
Work inspected was in compliance with project plans and specifications.
If you have questions concerning this report (rpt001 rc.doc), please contact us immediately.
Respectfully submitted,
MATERIALS TESTING & INSPECTION INC.
Reviewed by: Dan King
Eastern Idaho Manager
1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208 - 529 -8242 Fax: 208 - 529 -6911
Email: eimti@mti- ia.com Website: www.mti- id.com
CR MATERIALS
TESTING &
INSPECTION
PAGE #1 OF 1
REVISION DATE 11/11/2004
WTISERVERZ \REPORTS \EASTERN
IDAHO\2004REPORTS \E40128C- PLATT
E1_ECTRIC \RPT002SB.D0C
❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections
Val Christensen Phone: (208) 359 -3020
City of Rexburg N-005/ Fax: (208) 359 -3022
12 North Center other:
Rexburg, ID 83440
Project: Platt Electric, Airport Road, Rexburg
Permit #: 04 -00336
Inspector: Troy McMurtrey
Inspection Date: October 21, 2004
HIGH STRENGTH BOLTING INSPECTION REPORT
On the above date, our representative performed work on the referenced project as reported below.
Inspected installation of snug tight only ASTM A 325 % ", 3 /4" and 1" bolts. Faying surfaces were flush and in
full contact. Verified all bolts at every connection at pre- engineered metal building; end wall columns to end
wall frames, tapered column to tapered mainframes, eve strut to eve extensions, and eve extensions to top of
tapered columns.
Work inspected was in compliance with project plans and specifications.
If you have questions concerning this report (rpt002sb.doc), please contact us immediately.
Respectfully submitted,
MATERIALS TESTING & INSPECTION INC.
Reviewed by: Dan King
Eastern. Idaho Manager
CC: Mike Bressler, Steel Vision; Val Christensen, City of Rexburg; DePatco, Inc.
1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208 - 529 -8242 Fax: 208 - 529 -6911
Email: eimti @mti- id.com Website: www.mti- id.com
Project: Platt Electric, Airport Road, Rexburg
Contractor: Steel Vision Inspector: Paul DesFosses
Supplier: Walters Truck #: 85 Ticket #: 261
Mix ID: 172 # Of Yards: 2 Report #: 001 rc
Location: 2 pier on north wall from the west
MIX PROPORTIONS PROVIDED BY SUPPLIER:
TEST PROPERTIES & CONDITIONS:
Size of Load:
2 yards
Weather Conditions: Clear
Cement (lbs):
Failure
Ambient Temperature (F): 68
Fly Ash (lbs):
Not
Concrete Temp. (ASTM C 1064) (F): 62
Water (gal):
Provided
Time Concrete Batched (from Ticket): 11:52am
Coarse Agg. #1 (lbs):
By
Time Representative Concrete Placed: 12:1Opm
Coarse Agg. #2 (lbs):
The
Air Content (ASTM C 231 or C -173) ( %): 2.2
Fine Agg. #1 (lbs):
Redi
Slump (ASTM C 143) (inches): 3
Fine Agg. #2 (lbs):
Mix
Unit Weight (ASTM C 138): ---- - - - - --
Admix #1 (oz):
Company
Yield (ASTM C 138): ---- - - - - --
Admix #2 (oz):
Water Added (gals): 3
Admix #3 (oz):
42425
Set # (if any)
Water /Cement Ratio:
1.00
28.27
28
Nov 2, 04
Sampled in accordance with ASTM C 172
6590
Cylinders cast in accordance with ASTM C31 — Field / C 192 - Lab
Cast Date: Oct 5, 04 Specified f'c (psi): 4000
of Cylinders: 4
— #
Cylinder
Corr.
Cylinder
Test
Test
Failure
Compressive
C-617
Fracture
ID Diam. Height
Factor
Area
Age
Date
Load
Strength
Cap
Type
Compliance
42424
6
12
1.00
28.27
7
Oct 12, 04
147,195
5210
shear
42425
6
12
1.00
28.27
28
Nov 2, 04
186,445
6590
cone /shear
PASS
42426
6
12
1.00
28.27
28
Nov 2, 04
184,600
6530
cone /shear
PASS
4249-7
6
12
1,00
1 28.27
1 28
1 Nov 2, 04
1 182,225
6440
ronP./shear
PASS
Notes: Cylinder diameter based on average for indicated test date; ASTM C -617 is a sulfur cap — ASTM C 1231 neoprene pads used unless otherwise noted.
If you have questions concerning this report (c42424.doc), please contact us immediately.
Respectfully submitted,
MATERIALS TESTING & INSPECTION INC.
Reviewed by: Dan King
Eastern Idaho Manager
1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208 - 529 -8242 Fax: 208 - 529 -6911
Email: eimti@mti- id.com Website: www.mti- id.com
Plan Checklist for the 2003 International Building Code
Name of Project: 7 LR. 7 T �L 66 A t L
USE AND OCCUPANCY
1. Classification as per Sections 302.1 & 303 thru 312 B_
2. Identify if mixed occupancy exists. Yes or No If no then skip #3 below.
3. Incidental use areas see Table 302. 1.1
Accessory Space (10% or under)
Nonseparated Mixed Occupancy as per Section 302.3.1JA-
Separated Mixed Occupancy as per Table 302.3.2 Identify on plans Fire Barrier Walls and/or
Horizontal Assemblies including the rating
4. If Assembly Occupancy a fists, 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. 1 -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 Storaize see Section 413. Hazardous Materials see Section 414. H-
Occupancies see Section 415. Application of Flammable Finishes see Section 416. Drying Rooms
see Section 417. Organic Coatings see Section 418. PAPvzOE 4bf wot
HEIGHT AND AREA
1. Area, First Floor g0 0 ' Second Floor /" 1A , Third Floor
2. Area meets requirements as per Table 503. (Basements need not be included as per Section
503.1.1) Yes__,,k No
3. Height meets requirements as per Table 503. Yes X No
4. Buildings on same Lot? Yes No X If no then skip #5 below. ) VIA
5. Regulated as Separate or Regulated as one Building as per Section 503.1.3 )VIA
6. Height modified as per Section 504. Yes No 'X If yes, sprinklers are required.
7. Area modified as per Section 506. Yes No __>C_ If yes use the area provided below to
calculate increase.
Total Area Allowed after Increase /V Area Shown on Plans 4 4 ( &
8. Zero Lot Line Buildings see Sec ion 705. For Mezzanines 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
2. Check allowable material for Type I and II buildings as per Section 603_ X No-rartj
3. Table 601 - Identify Building Element Ratings ?X /V oTaW
4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls >C
5. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section
704.8.1)
6. Projections meet requirements of Section 704.2 �(
7. Check for window vertical exposure from roof below as per Section 704.10 y -
8. Check that Parapets are not required as per Section 704.11 X
9. Are Firewalls used or required? Yes No If no, skip #10 below.
10. Check Firewalls for Structural St ility Fire Resistance Rating as per Table 705.4
Made of Noncombustibl M eri s except Type V) Horizontal Continuity Vertical
Continuity Conne io to t rior Walls as per Section 705.5.1 Extend to
Horizontal Projecting El is Section 705.5.2 Openings (no windows) as per
Section 705.8 C c th e trations meet requirements of Section 712 Ducts and
Air Transfer Openings Fire all meet 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 Barriers r s rf al stability as per Section 706.4. Openings limited to 25%
of wall. Max' m o ize of 120 sq. ft. (unless sprinklered) Check that
Penetrations meet t u s of Section 712. Ducts and Air Transfer Openings meet
the requirements of ectio and 716.
13. Are Shaft Enclosures used or required? Yes No If no then skip #14 below.
14. Shaft Enclosures meet the requirements of Section 707.01/k
15. Are Fire Partitions used or required? Yes No>C If no then skip # 16 below.
16. Check Fire Partitions for 9711A*d716. Stability and Continuity as per Section 708.4 Dwelling
units that are sprinklered 2 hr. separations versus 1 hr. Check that
Penetrations meet the req Section 712. Ducts and Air Transfer Openings meet
the requirements of Secti
17. Fire Rated Ceiling Panels meet requirements as per Section 711.3. LAO-
18. All Penetration in Fire Resistive Walls and Horizontal Assemblies meet the requirements of
Section 712. IA-
19. Fire Resistive Joint Systems meet the requirements of Section 713.�/�
20. Doors and Shutters in Fire Resis ive 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 able 715.4
23. Fire and Smoke Dampers conform with Section 716.
24. Fire Blocking and Draft Stopping is provided as per Section 717-N/A(Draft Stopping is not
required at partition line in dwelling units with combined space of less tha 3000 Sq. Ft and not
required if in sprinklered building with sprinklered concealed spaces) �dKG
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 Fire Protectio System required for this building in order to meet area, height etc. requirements?
Yes NoIf no skip #2 below.
2. List the type of system that is required i /ll
3. Other requirements requiring Fire Prote tion Systems (check if needed):
Group A (As per Section 903.2.1)
Group E (As per Section 903.2.2)
Group F -1 (Asper 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)
G
NA
roup R (As per Section 903.2.7)
Group S -1 (Asper Section 903.2.8)
Group S -2 (As per Section 903.2.9)
All Buildings except R -3 and U (As p r Section 903.2. 10)
Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1)
Commercial Cooking Operations (As er Section 903.2.12.2)
As per Table 903.2.13
4. If Sprinklers needed as identified in #3 list type of system required. 6/"nF/
5. If Sprinklegs required by any of the above, Are Monitors and Alarms provided as per Section
903.4?
6. If an Al )e %_
utomatic Fire Extinguishing System is identified, does Ihneet the requirements of
Section 904?
7. Are Fire Alarms required as per Sections 907 or 908? Yes_ No if no then skip #8
below.
8. Do Alarms meet the requirements listed in Sections 907 or 908? /VP 1AK0
9. Is smoke control re wired ?(as per Sections 402, 404, 405 or 410) Yes No \e If yes, see
Sections 909.
10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410.
MEANS OF EGRESS
1. Minimum height of 7'as per Section 1003.2
2. Any protruding objects meet the requireme s of Section 1003.3.
3. The occupant load shown on plans. -
4. The occupant load as per calculated by Table 1004.1.2.
5. Occupant load posted in every assembly occupancy as per Section 1004.3.
6. Egress width is identified on plans. 1y
7. Egress width meets requirements as calculated per Table 1005.1.
8. Multiple means of egress sized so that the loss of any one mean of egress shall not reduce the
available egress capacity to less than 50% of total require d.77
9. Door encroachment does not reduce the required egress width to less than 50% required.X
10. Means of egress is illuminated as per Section 1006. ,X'
11. Illumination emergency power is shown for means of Wess as per Section 1006.3. /Va ? C v V
12. An enclosed exit stairway is shown. Yes No if no, skip #13, #14 and #15 below.
13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered.11a-
14. Area of refuge has 2 -way c mmunications, 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 1008.1.1. X
16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy. k
17. Specialty doors meet the requirements of 1008.1.3.
18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5. X
19. Thresholds are identified as a maximum of 1 /2" high, for swing doors and 3 /4" for sliding doors as per
Section 1008.1.6.
20. Space between two doors is less than 48 "(except R2 &R3 non Type A units). V
21. Locks and latches meet requirements of 1008.1.8. X
22. Panic hardware is shown at required locations (Section 1008.1.9)._
23. Does a stairway exist. Yes No If no, skip #24 thru #28.
24. Stairway doors do not open over stairs.
25. Stairways ar a minimum of 44" wide(except where occupant load is 50 or less or as per Section
1)
1009.. /U // l,
26. Maximum riser is 7 inches and minimum tread is 11 inches.
27. A landing is provided at the top and bottom of each s airway. 10,44 28. Maximum vertical rise without a landing is 12'. l
29. Handrails are identified that meet the requirements of Section 1009.11. /�`
30. Handrails return to wall, etc. or are continuous to next stair handrails �-
31. Elevation change of over 1/20 is designed as a ramp as per Section 1010 '�
32. Exit signs are identified when over 2 doors are required for exiting
33. Exit signs are spaced no more than 100' apart or to the door. X
34.42" guardrails are shown whenever a walking surface is over 30" above grade.
35. Any roof mechanical equipment within 10' from edge has a guardrail shown. AhL
36. Egress does not pass through intervening spaces unless the space is accessory to he area served and
the intervening space is not hazardous. 36
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. K
39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. �W�
40. Spaces with one means of egress meet the following maximum occupancy loads:
a. Occupancy A,B,E,F,M & U - 50 occ.
b. Occupancy H -1, H -2, & H -3 - 3 occ.
C. Occupancy H -4, H- 5.1 -1, I -3, I -4, & R- 10 occ.
d. Occupancy S - 30 occ.
41. Where two or more exits are required, they are a minimum of 1 /2 the diagonal distance of the space
served apart or where the space is served by an automatic sprinkler system, the distance is 1/3. 1C
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 o er 1000 sq. ft. have two exits.
44. Stage means of egress comply with Section 1014.6-
45. Exit Access travel distance meets requirements of Table 1015.1. X
46. Exterior exit balconies constructed in accordance with Section 1015.1 have 100' added to their travel
distance. At , /
47. Corridors are rated as per Table 1016.1.-
48. Corridor widths meet requirements of Section 1016.2._&/a' /�
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: X
1 -500 requires 2 exits
501 -1000 requires 3 exits
More than 1000 requires 4 exits
52. Buildings with one exit meet the requirements of Section and Table 1018.2.��' /
53. Interior stairwells required as a means of egress meet the requirements of Section 1019. I.1/
54. Space under stairs is identified as 1 -hour rated. 19 /,* -
55. Exterior ramps or stairs are open oA one side and have a minimum of 35 sq. ft. of open space not less
than 42" above any floor level
56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6.
57. Exterior balconies, stairways and ramps are over 10' from 1 t 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.
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).
2. In addition to the required accessible entrances, 50% of all public entrances are accessible.
3. Accessible parking is provided as per Table 1106.1. V
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) X
6. Accessible parking is provided on shortest route from accessible parking to the accessible
building entrance.
7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5.(
8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1.
9. Where 4 or more apartment units, one level town homes or condos are located in one structure,
all units are designpo 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 in a project, 2% AVA
but not less than one are designed as Type A units as per ICC /ANSI 117.1.
11. Wheelchair spaces (and companion seat as er Section 1108.2.5) are provided in Assembly
Occupancies as per Table 1108.2.2.1
12. Assistive listening systems are provided in Assembly oc upancies where audible
communications are integral to the use of the space.
13. Any Assembly occupancy performance area has an accessible route as per Section 1108.2.8. 14. Any dining area in an Assembly Occupancy is fully accessible.
15. Self service storage facilities shall provide accessible spaces as per Section 1108.3._
16. Toilet and bathing facilities are accessible(unless in a private office)as per Se tion 1109.2.
17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1. - "A-
18. Where sinks are provided, 5 %, but not less than 1 is accessible. \C
19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling)4�_
20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8.
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists that is 1/150 of the floor spay or 1/300 with vapor barrier.
2. 50% of the attic ventilation is 3 ft. above eaves. AM
3. Crawl space ventilation complies with Section 1203.3.
4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. V
5. Interior spaces that do not have openings directly to outside meet requirements of Section
1203.4.1. X
6. Bathrooms containing bathtubs, showers or spas are mechanically vented.
7. Natural or Artificial light is provided that meets the requir ments of Section 1205. 7('
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.����jj��
11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft._-A e-�`'
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 12097
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. X
2. Water resistant barrier shown on sheathing as per Section 1402.
3. Masonry veneer is flashed at bottom and has weep holes. / (6
4. Masonry veneer shall be mechanically attached as r Section 1405.5.,4
5. Stone Veneer is anchored as per Section 1405.6. A-
6. Sidings shall be applied as per Section 1405.
7. Fire separation distance for combustible veneers(siding) meet that of Table 14t.2.1.2.
8. Balconies that protrude shall meet the requirement of Table 601 for floors AJj
9. Metal Composite Materials(MCM) shall meet the requirements of Section 1467.
10. Roof coverings meet the requirements of Table 1505.1. ')c
11. Double underlayment is provided in asphalt roofs with minimum slope of 2:12 up to and including a
4:12 slope._P/
12. An ice dam membrane (one continuous sheet or two sheet cemented together) r 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.`/- 1 --
16. Single Ply Plastic Roofing meet requirements of Section 1507.12 d 1507.13. -49
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, gro d snow load, basic wind speed, wind exposure, seismic design category and site
class.
3. All plan 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. D O
C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow
load importance factor and the thermal factor. X
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 an y is 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. X
6. Structural design calculations meeting the requirements of chapter 16 have been provided. k
7. Architectural, mechanical and electrical components meet the seismic requirements of Section
1621. X
8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a
certificate of compliance as per Section 1704.2.2.
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 4 load is applied._4t
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.-WA
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. Struc al 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). X
2. Soil investigation meets the requirements of Section 1802.2.X
3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5 fob natural surfaces. �0
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. V
6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3. K4
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. J(
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.. �( M - &o
11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5. P OE
12. Foundation drainage system or water - proofing (Section 1807.3) is provided where water table
warrants.
13. Damproofing shown under slabs as per Sectiory 1807.2.1.
14. Damproofing shown for foundation walls.
15. Minimum of 4" of gravel is shown under all slabs. - X
16. Foundation in 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 if slab -on -grade is
designed as a structural diaphragm. N O
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 Ah
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 len ratios for masonry buildings meet Table
2109.2.1.3.(Empirical Design Only)
6. Masonry wall lateral support is identifie in engineering documents or empirically by Table
2109.4.1/
7. Masonry thiclss of bearig walls for one story is a minimum of 6" and 8" for two story buildings
as per Section 2109.5.2.
8. Masonry foundation wa"smeelt all of the requirements of Section 2109.5.6. A