HomeMy WebLinkAboutCBPR-4-10-4807 Plan review comments 5-3-10.tif L KENZ dedicated to providing responsive and creative
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101 CANAPRUS AVE. F. .. SUITE 200. CONCORO, NC 26025
170.11.793-9933 O R ENZARC HITE CTURE.0 OM
May 3, 2010
Steve Deitz
Catawba County Code Enforcement
76 North Center St.
Hickory, NC 28601
Reference # BLDC -4 -10 -6202
Case # CBPR -4 -10 -4807
Dear Steve:
Below are the written responses to the building review comments. Please let us know if you
have any questions.
Buildina Review:
5. Comment: Sheet CR: Revise the actual building area for the "S1 " occupancy listed under
allowable area.
• Response: Actual area indicated. Per 508.3.1, S1 Occupancy qualifies as
accessory
6. Comment: Sheet A -1: A Building column is missing at column line 5 & X.
• Resuonse: Building column shown, column lines adjusted
7. Comment: Sheet A -1: The doors for the wheelchair accessible toilet stall shall be self -
closing per ICC / ANSI A117.1 -2003 Section 604.8.3.
• Resuonse: Stall doors will be hung so they swing closed without assistance
8. Comment: Sheet A -1: The IL secure files room and IL file secure storage room have type
P -3 walls everywhere except a few places. Do you mean for all the walls to go to the
structure above? Revise as required.
• Response: P3 indicates no sound batt required
9. Comment: Sheet A -2: Provide details for the canopies. Include a letter from the canopy
manufacturer on their company letterhead that the canopies meet 90 mph wind loading and
15 psf snow loading. Provide details for fastening the canopies to the building, including
fastener size (diameter, length, type) and spacing.
• Response: Canopy manufacturer will provide loading and calculations.
Structural engineer will provide required details.
10. Comment: Sheet A -4: Handicap accessible stall doors shall be self - closing per ICC /
ANSI 117.1 -2003 section 604.8.3.
• Response: Stall doors will be hung so they swing closed without assistance
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ENGINEERING
GROUP, P.A.
May 3, 2010
Catawba County Plan Review
76 North Center Street
Hickory, NC 28601
Attn: Steve Deitz
Re: Dept. of Health and Human Services — Permit # BLDC -4 -10 -6202
Review Responses
Sheet P -0: Provide a letter from building manufacturer stating the loads of the water heaters being
supported from the building steel is taken into account in the building design.
- Letter to be provided by building manufacturer via Bill Brendle. See submitted letter.
Sheet M -1: The thermal Zone is 4 not 3. Revise as required.
- Revised M -1 designer statement to indicate appropriate zone (4) and corresponding
conditions.
Sheet E -2: The total amps for the wireway load tabulation do not add up correctly.
Revised wireway load tabulation to show corrected amperage. Adjusted the wire and breaker
size accordingly.
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4059 Yancey Road • Suite A • Charlotte, NC 28217 Phone No. (704) 376 -2999 Fax No. (704) 376 -3999
C- IN PR- Lt - 10— 4r RO - 1
+— Star Building Systems
P.O. Box 9 #910
Oklahoma city,bK 73143
(405) 636 -2010
1- 800 -879 -7827
May 4, 2010 FAX (405) 636 -2419
P S West Construction
430 S. Center St.
Statesville, NC 28677
Subject: Department of Health & Human Service
10 Ave Lane South East
Star Job Number 12 -13-47374
Gentlemen:
This is to certify that materials supplied by Star Building Systems for the subject-structure have been
reviewed for field modifications as shown per the attached letter.
The attached letter is to remain with and form part of this Letter of Certification.
Cordially,
STAR BUILDING SYSTEMS
Materials for Metal Buildings
An NCI Company
Phil J. Johnson, P.E.
/wfm Engineering Manager
C13PR - -1 o- rk8ol
g — Star Building Systems
P.O. Box 94970
Oklahoma City, OK 73143
(405) 636 -2010
1- 800 -879 -7827
Request for Building Modification (RBM) FAX (405) 636 -2419
Job Number: 12 -B -47374
Revision:
Parts Purchase Order:
Related jobs:
RBM description:
Review building's design for the support of (2) point loads,
175# located 40' from Endwall B and 50' from Sidewall A,
60# located 107'6' from Endwall B and 50' from Sidewall A,
The following modifications are required to maintain structural adequacy:
1. The (2) point loads (175# & 60# each) can be supported from the existing roof
purlins. Use a minimum of (2) purlins and (4) attachments per load to the purlins'
web. Attachments are to be made only to the purlins' web.
The following notes apply to this field modification:
• All welding is to be performed by welders who are certified by an AWS Certified Welding Inspector to be
qualified in accordance with AWS D1.1 for the process and position required to weld the field
modification.
• All welding is to be performed using electrode requirements for Group 11 steel in accordance with AWS
D1.1 -96, Table 3.1
• The contractor during field modifications shall provide adequate structural support.
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EVER AWNINGS INC.
1310 10 St Drive NW
Hickory, NC 28601
Date: May 4, 2010
To: Catawba County Building Services Department
Project: P S West Construction - Canopies
Location: Hickory, NC
We propose to fabricate and install four aluminum canopies for P.S. West Construction's
project in Hickory.
There are three canopies five feet in projection by five feet wide, one canopy six feet in
projection by eight feet wide.
The canopies will be constructed with roll - formed fascia and roof panels. The fascia will
be .050, the roof panels .032. The fascia will be attached to the wall with Tapcon ma-
sonry fasteners. The overhead support brackets will be attached to the masonry wall with
lag screws.
Engineering charts furnished us by the manufacturer indicate that this installation will
perform in excess of 20 pounds per square foot of live load and a 90 mph uplift. The
awning will be constructed and installed per their guidelines.
The first contact for any warranty claims is Evergreen Awnings Inc.
EVERGREEN AWNINGS INC.
Clinton Annas, General Manager
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