HomeMy WebLinkAboutBLD2015-00008 - 09 PLAN REVIEW Materials Testing & Consulting Inc
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Jefferson Transit Maint Operations and Admin Facility - 14K021 - Field Report: Structural
Steel, Job site: Report #F65396
CLIENT Port Townsend, City of DATE 05/20/2015
PROJECT LOCATION 63 Four Corners Rd PERMIT#BLD14-00004, 00005, 00006,00032
Port Townsend WA
Inspection Information:
Inspection Date: 05/20/2015 Time Onsite: 1:00 PM Weather Conditions Sunny,70's*F
Inspection Performed: Structural Steel,Job site
Comments:
;Sheets:El &E2
!Location:Column to beam high strength bolt(HSB)connections for all(3)connections at the fuel station canopy
Details: see sheet E8(standard connection designation:4E/4E)
Elevation:Roof
The 3/4 x 2 ins.ASTM A325 HSB were determined to have been properly tightened for the connections between the column and beams at
the Fuel Station Canopy.The HSB were installed fully pretensioned as requied by the general notes on sheet El.
The observed work was in conformance with the deferred submittal drawings supplied by Metallic Bldg.Co.dated I I -NOV-2014(Rev.
L0).
REPORTED BY:Randy Gray REVIEWED BY:Leland Watkins,Project Manager
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JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT
Fire Protection System Inspection Checklist:
Automatic Sprinkler System
NFPA 13,13R,13 11,15,24
____----
General ,
''a
• Sprinkler System Permit No.: .Y-6-0
.Y
• Building Permit No.: 5/ty40
• Facility Address: 4.3 Fe,„ e Co 2�1E ns AO. 74!r”
• Facility Name: Fes" 7h-P-•/.f Y
System:
Wet ❑ Dry ❑Deluge ❑Preaction
ater Supply:
Public ❑ Private Cl Domestic ❑ Other Source:
Above-Ground Contractor's State License: Inspector Int.&Dt.: _
❑ Contractor's State License[Level]:
❑ Certicate of Competency Stamp[Level]:
Underground Contractor' t :
❑ Contractor's State License evel • 7L° Inspector Int. & Dt.0 48•I2%/4
❑ Certicate of Competency Stam] /)/4
Plan Review ! + Inspector Int.& Dt.:
❑ Plans Received[Date: V''s' ]
❑ Hydraulic Calculations Summery Sheet
❑ Detailed Work Sheet
❑ Graph Sheet
❑ Back Flow Prevention Specification
❑ Public Water Works/Private System Review of Back Flow Prevention Device
❑ Above Ground Engineer's Stamp: Level and Expiration Date: 2,-/y /41
❑ Underground Engineer's Stamp: Level and Expiration Date:
Site Inspection [Locates]. Inspector Int.& Dt.:
❑ Fire Department Connection[Storz]
❑ Vault[s]
❑ Post Indicator Valve
Underground Inspectionlsl&System Testis[ Inspector Int.&IN.:
❑ Hydrostatic Test[2-hour,200 psi min. 13, 13R;Static @ 13D]
• Start Time: hours @ #;End Time: hours @ #
❑ Pressurized Air Test[24-hour dry test to 40 psi]
• Start Time: hours @ #;End Time: hours @_#
❑ Flush with sieve and De-Chlorination tablet[to sewer man-hole only]
❑ Flow Test—Water Pressure Gauge Reading: psi static to psi flow reading
Aboveground Inspectionlsl&System Tests]. Inspector Int.&
❑ Hydrostatic Test[2-hour,200 psi min. 13, 13R;Static @ 13D]
• Start Time: hours @ #;End Time: hours @
❑ Pressurized Air Test[24-hour dry test to 40 psi]
• Start Time: hours @ #;End Time: hours @
❑ Flush with sieve and De-Chlorination tablet[to sewer man-hole only]
t i' Flow Test—Water Pressure Gauge Reading: ?/ psi static to c,c' psi flow reading h1)
112/Fire Alarm System Inter-tie with Sprinkler Sys m Test / '
❑ Approval for intermediate pipe cover[except @joints when prior to flow tests] d� d
❑ Sprinkler head installation
1.0 Piping,bracing,system installation
Labeling[Control Valves,drains,etc.]
Sprinkler Box Contents 22
❑ Water Motor Alarm[25 heads or more] [Tamper and flow]: 7 Secs
❑ Fire Department Connection
❑ Indendfier Escushions
j Adequate heat provision for piping protection
❑ Check Valves
❑ Drain and drip device between FDC and Check Valve
'Approval for Cover[except @joints when prior to flow tests]
Back Flow Prevention Material&Test Certificate filed with Public Works: Inspector Int.&Dt.:
Underground Contractor's Material&Test Certificate Filed: Inspector Int.&Dt.:
Aboveground Contractor's Material&Test Certificate Filed: Inspector Int.&Dt.:
As-Built Plans/Instructions in Plan Box Inspector Int.&Dt.:
Water Service Purveyor
• Name: �d.•d, /41.
• Address:
• Contact Number:
• Account Number:
Sprinkler Maintenance Company
• Name: #4.4/over.- ?/
• Address:
• Contact Number: OVA
• Account Number: —
Back Flow Prevention Device Maintenance Company
• Name:
• Address:
• Contact Number:
• Account Number:
Fire Department Final Approval
• Inspector:
• Date Permit Signed:
• Filed w/Bldg.Official:
Notes :
ww45° `°°/- FILE COPY
./f JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street
Port Townsend, WA 98368
PROJECT#: 4546 /6- - 00498
DESCRIPTION: ..seFi�E�ton/ 7-14.44417 7 ev7-0Y
Fiie6 sp i'.' G�x
.s s'J 7s-n4/'L4t/ �'E`vi.-✓'
JEFFERSON COUNTY DCD
BUILDING PLAN REVIEW
O APPROVED AS SUBMITTED
M APPROVED AS NOTED
D REJECTED •R iF , t : • • i1 • 14 e" Avvv " DATE: /68/ /
4.
APPROVED BY: DATE:
SERVICES COMPLETED BY: 7444/1t/ 1 DATE: 4,411//5".
CODE OFFICIAL REVIEW HOURS: 2,e
NOTES:
REVIEWED FOR
gOTIICF: Iroiotnn area etixrovcri euc.^pRlnt�
CODE COMPLIANCE �aac crrors i ereo must
ction in conformance with
miic€�bie codes and regulations.
a9t ,-,,,
REPORT ATTACHED: YES NO
Contact the Building Department col
at 379-4450 prior to making changes (,IN4
or revisions to the approved plans 5 L/ Or
/cam
Thomas L. Aumock
Consulting Fire Code Inspector &Plans Examiner
Jefferson County Department of Community Development
2303 Hendricks Street,Port Townsend, WA 98368
Office : (360) 385-3938 Email: taumock@cablespeed.com Cell : (360) 643-0272
MEMORANDUM
To: Mary Blain,Plans Examiner,Jefferson County Dept. of Community Devel• • ;.' t
Fr: Thomas Aumock,Consulting Fire Code Inspector,and Plans Exa • ■ + . .
Dt: 12 January 2015
Re: BLD15-0008,Jefferson Transit Automatic Fire Sprinkler System
Cc: None
This consulting fire code inspector and plans examiner is in receipt of the set of plans for the above-
referenced permit application from your office.
The above-reference proposal was reviewed by this department relative to the International Fire Code
R.F.C.], 2012 Edition, as amended by Washington State amendments from W.A.C. Chapter 51.54, and
with N.F.P.A. 13,2013 Edition.
Findings&Determinations:
1. The automatic fire sprinkler system is found to be designed by a licensed fire protection engineer,
and shall be installed by a licensed technician (W.A.C. 212-80). The current license stamp date reads
December of 2014,however, upon contact with the designer by Jefferson County,the designer's license is
current, as the State of Washington routinely has a lapse in providing current documentation at this time
of year.
1.1 The plan set denotes the 2010 version of N.F.P.A. 13 as the compliance path, however, as noted
above, this plan review is based upon the 2013 version. The sprinkler designer shall review their plans
under the 2013 requirements and submit a plan revision if necessary.
2. Sprinkler protection is found to be provided in all closets and compartments, including those areas
housing mechanical equipment, that are not larger than 400 ft3 in size, where a single sprinkler at the
highest ceiling space is sufficient without regard to obstructions or minimum distance to the wall. This
requirement is now included in the 2013 Edition of N.F.P.A. 13 Section 8.5.5.4 and is applicable to small
spaces in all occupancies.
3. A complete set of as-built drawings and if available, a system design CD, shall be filed for record
with East Jefferson Fire & Rescue, and a final plan set[s] provided at site. Any changes from the permit
set filed with Jefferson County shall be recorded with the permit file.
4. Contact the Public Utility District No. I of Jefferson County prior to installation of the backflow
prevention device to inquire about any required inspection and approval by that agency.
5. The automatic sprinkler system shall be inter-tied with the automatic fire alarm system as proposed
under the fire alarm system permit and contractor.
6. Overhangs having a depth of greater than four[4] feet are normally required to be provided sprinkler
protection under fixed obstructions per N.F.P.A. 13, Section 8.5.5.3.1. The main entry and equipment
bay doors are noted that this provision is not required.
7. The proposed riser assembly shall be kept accessible without storage encumbrances.
8. The underground fire service main and appurtenances have been permitted and inspected.
9. The East Jefferson Fire & Rescue Operations Chief shall verify the size and number of connection
port[s] for the stand-alone F.D.C., normally a single locking four-inch "Storz" brand, and fitted to a
downturn pipe, as allowed under N.F.P.A. 13 Section 6.8.1.1.
9. The annular space at the concrete floor where the fire service main and riser shall meet current
N.F.P.A. sizing requirements, normally two [2] inches nominal based upon the pipe size being greater
than 3 inches.
10. The automatic sprinkler system shall be confidence tested with the presence of a Jefferson County
inspector, and a formal "Contractor's Material & Test Certificate" shall be filed at the completion of
testing and approval with the owner and Jefferson County.
Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this
proposal.
2.0 hours time was logged in consultation,plan review,report,and filing of this plan review.
It is the recommendation of this plans examiner that the permit application approval can be completed
subject to the applicable aforesaid requirements.
Attachment[s]:
1. Plan Review Checklist
2
Jefferson County Department of Community Development
621 Sheridan Street
Port Townsend,Washington 98368
Business (360)379-4450
SPRINKLER PLAN REVIEW—NFPA 13 SYSTEM
Date Received: Plan Checker: 7-//PAeotsJ L. Aei/,vipciC
File Index Number: eh,a/S`-OOOs Date Checked: v tlf/ // , 2..e'/'s-"
Approved: _ Approved With Revisions: Revision Required:
Project Location: 66-- F9di2 C19RNEeS E. ) Business: s./EFiE.e.cOW 7Rom/f/Y
Contractor: ,eN/fs44/- <bet-ig D/ 77OA/ Contractor Phone Number:J6a-¢//.D,fO,j'
Hazard Classification: F..CQ/^Ir4jtr GIP 11 Density/Area of Protection: Q,;2Q//,$pQ 66
Allowable Coverage High Piled In-
Per Sprinkler Head: n//.F Storage: N/A Rack: N R
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b I. DESIGN CRITERIA
vl Hazard classification(s) [Refer to page 4]shall be on the plans.
✓ Density and area of sprinkler operation shall be on the plans.
1/ Allowable area/coverage per sprinkler head shall be on the plans.
Dry System Designs:
✓ Dry pipe valve(s)-Including MFG and listing.
✓ Compressor size-Including MFG listing
Anti-Freeze Designs:
V. Amount and manufacturer of solution to be indicated on plans.
Check valve to prevent contamination.
✓f Filler cup location.
Density For High-Piled Storage:
Commodity classification shall be on the plans.
/ Rack or pallet storage.
/I In-rack sprinklers required.
0 I I I i Hose stations provided.
I r I- I I I Smoke vent ration shown on the plans.
/I Draft curtains-Square feet shown on the plans.
x 0
c,
o
Z 3 d H. WATER SUPPLY INFORMATION
71 Minimum supply provided.
of Connection to water supply.
✓ FDC and/or PIV location(s)are acceptable(within 50' of a public fire hydrant)//kg PZ,V
C4/41
j PIV sectional location(s)are a maximum of 5 devices.
Hydrant Test Information On Plans:
e Location and elevation of static and residual pressure.
I I ✓ Flow location from property to be protected.
I I [I Static pressure indicated on the plans.
✓I GPM indicated on the plans.
Date and Time of testing is indicated on the plans.
►� Test conducted by/who supplied supply information indicated on plans.
This project requires super hydrants(6x2-2 Y2"xl-4").
New on-site pipe diameter(s)and piping materials per NFPA 24.
✓I System use limited to 90%of available water supply.`O% OAK vJ
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Z a 3 d III. WATER SUPPLY UNDERGROUND DESIGN
Pipe material type and MFG indicated/provided.
/1 I I Valves data include model number and listing.
I I I I 1 Hydrant location(s)and/or pipe size and depth of bury indicated.
EZI Thrust blocking.
✓ Supply NFPA notes on plan.
►� Joining method used.
.�
o-
o
Z rx 3 d IV. OVERHEAD SYSTEM COMPONENTS
Piping:
Material and size—including wall thickness.
el Hangers—including the listing and proper location.
Earthquake bracing—including materials,size,and proper location.
Drainage:
✓ Main drain.
✓I Inspectors test outlet(MRA).
Auxiliary drains in basements and pitched ceilings.
Washington State Patrol Fire Protection Bureau Sprinkler Checklist Page 2 of 5
� b
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cr
r; 3 O IV. OVERHEAD SYSTEM COMPONENTS(continued)
Sprinklers:
✓ Manufacturer specification sheet,model,and listing.
J/ Number of sprinklers.
I ✓ Temperature rating.
✓I Proper spacing on each branch line.
✓I Alarms provided.
Alarms monitored by a central station.
Construction Plans,etc.;
I II I [1 Complete construction details(full height and cross section)
I ✓I Room dimensions and label rooms use/purpose.
r Building elevation.
Roof design(smooth ceiling,beams,girders,bar joists).
Hydraulic Calculations:
I� Summary sheet of Hazard Classification(s)/Density(Refer to page 4).
Detailed work sheets.
Graph sheet.
✓ Abbreviations and symbols.
Peaking of grid systems.
71 Most remote area(MRA).
Hydraulic reference points.
Additions And/Or Remodels:
dDetails of existing sprinkler system.
I I Calculations for additions to system.
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Z 3 O V. MAXIMUM SPACING FOR PIPE SUPPORTS
✓I Threaded lightweight steel of less than 3"diameter at no more than 12 feet.
✓I Steel pipe of less than 1 1z"diameter at no more than 12 feet.
1-71 Steel pipe more than 1 '/z"diameter at no more than 15 feet.
Copper tube of 1/4"to 1"at no more than 8 feet.
,'/2"Copper tube of 1 /4"to 1 /z at no more than 10 feet.
Washington State Patrol Fire Protection Bureau Sprinkler Checklist Page 3 of 5
c
z aG O VI. MAXIMUM SPACING FOR SWAY BRACING
Seismic bracing calculation sheet.
RP Assigned load calculations shall be indicated on planst�P "��� 1
I I 1 1.7(
Longitudinal: 80' maximum for feed and cross mains. 149
Lateral:
FVI 40' maximum for feed and cross-mains. 14lEe-#,PY7
Within 24"of every other with flex coupling on the mains.
If primary structural members exceed 40',then spaced up to 50'.
Y Last length of feed and cross-mains.
rvi Required on branch lines 2 Y3"and larger.
May not be omitted on pipes with rods less than 6"./'AP r■1f-+'J
[ Longitudinal and lateral at top of risers(4 way).
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z 3 d VII. DESIGN CRITERIA FOR SPECIFIC HAZARD CLASSIFICATIONS
Hazard Classification:
Light Hazard
Quantity or combustibility of contents is low. Fires have a relatively
low heat release rate.
Ordinary Hazard,Group 1
Combustibility of contents is low. Quantity of combustibles is
moderate. Stockpiles are less than 8 feet in height. Fires have a
moderate heat release rate.
Ordinary Hazard.Group 2
Combustibility of contents is moderate. Quantity of combustibles is
moderate. Stockpiles are less than 12 feet in height. Fires have a
moderate heat release rate.
Ordinary Hazard,Group 3
Quantity or combustibility is high. Fires have a high rate of heat
release. Storage is limited to 12 feet in height.
Extra Hazard,Groups 1 &2
Quantity and combustibility is very high. Flammable liquids,dusts,
and/or other materials are present that result in rapidly developing
fires with high heat release rates.
Undetermined
When buildings have an undetermined use,Ordinary Hazard, Group
3 design standards are the minimum that are acceptable.
Washington State Patrol Fire Protection Bureau Sprinkler Checklist Page 4 of 5