HomeMy WebLinkAboutBLD08-008BUILDING "ES I "
City of Port Townsend
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Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information
Permit #
BLD08-008
Permit Type Commercial Miscellaneous
Project Name
TEMP STRUCTURE
Site Address JEFFERSON ST. STE Y335
Parcel #
001104002
Project Description
State Building Code Council Fee
4.50
TEMPORARY STRUCTURE
5.00
Record Retention Fee for Building
Names Associated with this Project
Permit
License
Type Name Contact
Phone #
Type License # Exp Date
Applicant Castle William
Owner Port Of Port Townsend
Representative Day Richard
(206) 842-8304
Fee Information
Project Details
Entered Bid Valuation 100 DOLL
Project Valuation
$100.00
Building Permit Fee
42.00
Plan Review Fee
50.00
State Building Code Council Fee
4.50
Technology Fee for Building Permit
5.00
Record Retention Fee for Building
3.00
Permit
Total Fees $104.50
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. 1 certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent ol" t e CAVI
%
Date lssued: 01/17/2008
Print Nattle l AP� l� Issued By: SWASSMER
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT It &-b 0 8 - 66 DATE RECEIVED
SCOPE OF WORK:
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. ..... .....
.. . .......
City of Port Townsend
Temporary ]wilding Permit Application for Temporary Structures
Located on Port of Port Townsend Property
Name:
Mailing Address:// -5-311z,
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I Required plans with this application:
Applicant Certification
The applicant hereby certifies to have knowledge of those sections of the Port Townsend
Municipal Code pertinent to the above project and that the applicant is responsible for
constructing in conformance with the above; the applicant understands that the permit, if issued,
expires in one year from date of issuance and with an additional fee may be extended one time
for a period not to exceed one year; the applicant agrees to abide by the ordinances, codes, and
regulations; the applicant certifies that all information given above and on accompanying pans is
complete and accurate to the hest of his/her knowledge; and the applicant understands that this
information will be relied upon in granting permits and that if such information is later found to
be inaccurate any permits may be withdrawn.
The undersigned hereby saves and holds the City of Port Townsend harmless from any
and all carries of action, judgments, claims, or demands, or from any liability of any nature
arising from any non-compliance with any restrictive covenants, plat restrictions, deed
restrictions, or other restrictions which may have been established by parties other than the City
of Port Townsend..
\\Bcd_permits\forrns\BUILDING\Temp Structures Port.doc Page 2 of 3
RECEIVED
FEB 2 '7 2004
PADMINISTRATION OFFICE
2 L.Do B' - odd'
City of Port Townsend
Building and Community Development
Waterman & Katz Building
181 Quincy Street, Suite 301A
Port Townsend, WA 98368
(360) 379-3208 FAX (360) 385-7675
Temporary structures or buildings such as sheds, canopies and protective shelters used in
conjunction with boat building or repair may be erected by special permit from Building and
Community Development (BCD) per the Uniform Building Code Chapter 31, Section 3103 and
the Uniform Fire Code, Article 32.
To obtain a permit, complete and submit the attached application along with the following:
✓ A site plan showing where the structure will be located on Port property. (See the Port
for address assignment prior to application submittal.)
✓ A floor plan. Site plan and floor plan may be the same drawing.
✓ A building and wall section indicating the building height (35' limit), how the structure
is connected to the ground (hold-downs), framing details with spans of beams, joists,
rafters, etc., and membrane covering.
Note: membrane covers must meet NFPA (National Fire Protection Association) 701
Standards. Membrane covers must be maintained and remain securely fastened to
structure. Fire rated Polyethylene or Satellite type materials that have NFPA 701
documentation are acceptable.
Cost and conditions of permit:
✓ A fee of $104.50 includes the plan review, permit issuance, and one inspection
(framing/final).
✓ The permit expires one year from date of issuance. For an additional fee ($47.00) the
permit may be. extended for a period not to exceed one year with the permission of BCD
and the Port of Port Townsend. To request a permit extension, contact BCD.
✓ Temporary structures are unheated.
Storage of flammable products within the temporary structure is not allowed. On-site
quantities and storage of flammable products must be in approved Liquid -Storage
Cabinets per Uniform Fire Code provisions.
\\Bcd_permits\forms\BUILDING\Temp Structures Port.doc Pagel of 3
Complete Application
Port Townsend Municipal Code, Section 16.04.140, Vested Rights - Substantially
Complete Building Permit Application: Application for all land use and development permits
required under ordinances of the city shall be considered under the zoning and other land use
control ordinances in effect on the date a fully complete building permit application, meeting the
requirements identified in this section, is filed with the Planning and Building department.
An application for a building permit shall be considered complete when an application
meeting all of the requirements of Section 106.3 of the Uniform Building Code, 1997 Edition, is
submitted which is consistent with all then applicable ordinances and laws. An application for a
partial permit under Section 106.4.1 of the Uniform Building Code, 1997 Edition, shall not be
considered complete unless it meets all requirements stated above and contains plans for the
complete structural frame of the building and the architectural plans for the structure.
ignat licant qf Authorized Representative Da
For Office Use Only
Permit No.
Building Official Approval/Date
Date Issued
Plan Review Fee
Receipt No.
Date
Balance Due
Receipt No.
Date
\\Bcd_permits\forms\BUILDING\Temp Structures Porkdoc Page 3 of 3
1-;�` 1 . y+ ; r� � N . c , ? T ea
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City of Port Townsend,
Fire Department
1310 Lawrence Street, Port Townsend, WA 98368
360 385-2626 Email:tfd ci. ort -tow nsend.wa.us Fax: 360 385-1122
TEMPORARY MEMBRANE & CANOPY STRUCTURES - FIRE & LIFE SAFETY GUIDELINES
MMIMQN AND PE NG
Jurisdiction is derived from Article 32A of the Uniform Fire Code,1997 Edition. A permit is required
under Chapter 1, Section 105.8 t.1, for a temporary membrane structure that is in excess of 200 square
feet, or a canopy structure that is in excess of 400 square feet. Air -pressurization supported structures
intended for human occupancy are subject to specific standards of safety in Uniform Building Code
Appendix Chapter 31, Division H, not included in this paper—consult the Building Official.
DEEMIONg
• Temporary membrane structure is defined as an air inflated, air supported, cable, or frame -covered
structure which is erected for less than 180 days and not otherwise defined as a tent, canopy, or awning.
• Tent is a temporary structure, enclosure or shelter constructed of fabric or pliable material supported
by any manner except by air or the contents it protects.
• Canopy is a temporary structure, enclosure or, shelter constructed of fabric, or pliable materials
supported by any manner, except by air or the contents it protects, and is open without sidewalls, or drops
on 75 percent or more of the perimeter.
Awning is a shelter supported entirely from the exterior wall of a building.
CODE PROVISIONS
The following is a synopsis of those provisions provided as an educational guide as to the Uniform Fire
Code requirements.
• Tents shall not be located within 20 feet of property lines, buildings, other temporary membrane
structures, tents and canopies, parked vehicles, or internal combustion engines. Support ropes and
guy -wires are considered as part of the temporary membrane structure, tent or canopy.
Separation distance between temporary membrane structures, tents and canopies, not used for
cooking, is not required when the aggregate floor area does not exceed 15,000 square feet.
• The sidewalls, drops, curtains and tops of temporary membrane structures, tents, and canopies shall
be composed of certified flame -resistant material or shall be treated with flame retardant in an
approved manner, and/or bear an approved label.
• Floor coverings, bunting, combustible decorative materials and effects, including sawdust when used
on floors or passageways, shall be composed of flame -resistant material or shall be treated with a
certified flame retardant in approved manner.
• Portable fire extinguishers shall be provided at each exit, with a minimum rating of 2A:IOB: C.
• Occupant load requirements shall be posted as assigned by the fire marshal or building official.
Seating and aisle in temporary membrane structures, tents, or canopies shall be meet the aisle and
seating arrangement requirements of Uniform Fire Code Section 2501.10.
• Every tent and temporary membrane structure or useable portion thereof shall have at least one exit,
and not less than the number required by code based upon size, configuration, and occupancy level.
CAWINDOWS\Desktop\Tom's Cabinet\Forms & TemplatesUnspection Forms\Temp. Membrane -Canopy Guidelines 1.0.doc 06/2001
1
The required width of exiW, aisles and passageways shall be maintaineu at all times to a public way.
Means of exit shall be illuminated with light.
Exit signs shall be installed at exits when the exits are to be covered. Said signs shall be luminous
type when occupancy exceeds 100 persons.
• "No Smoking" signs shall be conspicuously posted.
Any cooking and/or heating equipment shall be of a listed or approved type, and are subject to special
setback provisions based upon location of use.
For outdoor temporary membrane structures where commercial food service appliances use IST' -gas,
containers shall meet the setback requirements from the structure based on container size, using "fable
11204-A—if less than 125 gallons, there may be a zero setback provided there is a 10 -foot setback from
ignition sources and that safety valves are aimed away from the structure. Containers used in the
structure is limited to no more than two 10 -ounce &Long gas containers connected directly to the
appliance at any time, and not with a manifold or connected by hose.
Combustible vegetation within 30 feet of such structure.
• Hay, straw or similar combustible materials shall not be stored inside or within 30 feet of a temporary
membrane structure, tent, or canopy being used for cooking or public assembly, unless treated with
flame retardant in an approved manner.
• Temporary membrane structures, tents and canopies and their appurtenances shall be adequately
braced and anchored to prevent weather related collapse. The Fire :Marshal or Building Official may
ask for manufacturer's documentation as to structural stability.
Air pressurized supported structures are defined and regulated under Section 3111.3 of Appendix
Chapter 31 of the Uniform Building Code.
The proposal is subject to inspection by the Fire Marshal or Building Inspector prior to the event or
use of the facility.
CAWR4D0WS' sktoplTom's Cabinet\Fonns & Templates\Inspection Fonm\Temp. Membrure-Canopy Guidelines 1.0.doc 062001
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6-1 General.
City of Port Townsend
Fire Department
6-1.1 Membrane structures designed to meet the applicable requirements of NFPA 101, Life Safety Code, this
chapter, and the building codes shall be considered as permanent buildings or parts thereof.
6-1.2 Membrane structures shall be permitted for any occupancy in accordance with the applicable building
code.
6-1.3 Heights and areas shall be limited by the requirements of applicable building codes based on the type of
construction and occupancy classification.
6-1.4 Testing of membrane materials for compliance with this section's use of the categories of noncombustible
and limited -combustible materials shall be performed on weathered membrane material as defined in Section 2-2.
6-1.5 Membrane materials shall not be used where fire resistance ratings are required for walls or roofs.
Exception No. 1: Where every part of the roof, including the roof membrane, is not less than 20 ft (6.1 m)
above any floor, balcony, or gallery, a noncombustible or limited -combustible membrane shall be permitted
to be used as the roof in any type of construction.
Exception No. 2. With approval of the authority having jurisdiction, membrane materials shall be
permitted to be used where every part of the roof membrane is sufficiently above every significant fire
potential that the imposed temperature will not exceed the capability of the membrane, including seams, to
maintain its structural integrity.
6-1.6 Flame spread of all membrane materials exposed within the structure shall be Class A as defined in Section
6-5 of NFPA 101. Life Safety Code.
6-1.7 Roof membranes shall have a roof covering classification as required by the applicable building codes,
when tested in accordance with NFPA 256, Standard Methods of Fire Tests of Roof Coverings.
6-1.8 Flame Resistance. All membrane structure fabric shall meet the requirements of both the small-scale and
large-scale tests contained in NFPA 701. Standard Methods of Fire Tests for Flame -Resistant Textiles and Films.
6-1.8.1 The authority having jurisdiction shall require a certificate or other evidence of acceptance by an
organization acceptable to the authority having jurisdiction or the report of tests made by other inspection authorities
or organizations acceptable to the authority having jurisdiction as evidence that the fabric materials have the
required flame resistance.
6-1.8.2 Where required by the authority having jurisdiction, confirmatory field tests shall be conducted using test
specimens from the original material, which shall have been affixed at the time of manufacture to the exterior of the
structure.
6-2 Tensioned -Membrane Structures.
6-2.1 Design. The design, materials, and construction of the building shall be based on plans and specifications
prepared by a licensed architect or engineer knowledgeable in this type of construction.
CAVnNDOWS\Desktop\Tom's CabinetWFPA Codes\NFPA 102 - Chapter 6.doe 3/1/04
6-2.2 Material loading and strength shall be based on physical properties of the materials verified and certified by
an approved testing laboratory.
62.3 The membrane roof for structures in climates subject to freezing temperatures and ice buildup shall be
composed of two layers with an air space between them through which heated air can be moved to guard against ice
accumulation. In lieu Of the above, any other approved methods that protect against ice accumulation shall be
permitted.
6-2.4 Roof drains shall be equipped with electrical elements to protect against ice buildup, which would prevent
the drains from functioning. Such heating elements shall be served by on-site standby electrical power in addition to
the normal public service. In lieu of the above, any other approved methods that protect against ice accumulation
shall be permitted.
6-3 Air -Supported, Air -Inflated Structures.
6-3.1 General.
In, addition to the foregoing, the requirements of this section shall apply to air -supported structures.
6-3.2 Structural Requirements.
6-3.11 Envelope Design. The design, materials, and construction for the structural envelope shall Conform to the
requirements of this sOcdm Membrane SMWWM shall be designed by a licensed architect or engineer
knowledgeable in this, " of construetion.
63.2„2 Material Strength. Calculation of fabric stresses shall include consideration of inflation pressure; the
radius Of the structure; and wind, ice, snow, and earthquake loads. The minimum design criteria for materiaJ strength
shall comply with the requirements Of ASI 77, Air Structures Design and ,fit cis Manual. Minimum design
criteria shall be for 80 mph (129 km/hr) wind conditions. More severe design loads, as specified in local building
codes, shall be required as a result of local climatic conditions. All material characteristics shall be verified by an
approved test method. Material strengths, shall be certified by the manufacturer and verified by test data from an
"Pulzation acceptable to the authority having,jur"ction.
6-3.2.3 Joint Strength. All seams shall develop the AW strength of the envelope material as specified in ASI 77,
Air Structures Design and Standards Manual.
63.3 Load Distribution.
6-3.3.1 The envelope shall be patterned and constructed to minimize stress concentrations in crown areas, around
openings, and where rigid components such as door frames, vent pipes, and structural members are attached to the
envelope.
6-33.2 There shall be sufficient clearance between the envelope and rigid components to permit fire movement
under load.
633.3 Reinforced areas, such as around openings, shall provide a flexible but airtight seal.
63.4 Pressurization (Inflation) System.
6-3-4.1 The operating inflation pressure for the structure shall be adequate to withstand a wind velocity of 80 mph
(129 km/hr). Pressurization for higher wind conditions shall be provided where required by local climatic
conditions, as determined by local authorities.
63.4.2 The pressurization system shall consist of one or more operating blower units. The system shall include
automatic control of auxiliary blower traits to reliably maintain the required operating pressure. This equipment shall
meet the following req uiranents:
(a) Blowers shall be powered by continuous -rated motors at the maximum power required.
(b) Blowers shall have adequate Personnel Protection, such as inlet screens and belt guards.
CAWWMWS\Desktop\Tom1s Cabinet A CodesV*I?A 102 - Chapter 6.doc 3/1/04
Jam^.
City of Port Townsend
Fire Department
7-1 General.
7-1.1 Membrane structures designed to meet an the requirements of this chapter shall be permitted to be used as
temporary buildings subject to the approval of the authority having Jurisdiction.
7-1.2 Temporary membrane structures shalll comply with all the requirements for:
(a) tem, except 6 1 - . - and and
(b) QaMEI
7-1.3 Temporary tensioned -membrane structures shall be permitted to comply with !Q ter 8 instead of this
chapter.
7-2 Safety.
7-2.1 Operating Pressure. Operating pressure shall be maintained at the design pressure.
7.2,2 Clearance. There shall be a minimum clearance of (9 m) betweenthe membrane and the contents or
equipment within the building and 'between the membrane and any exterior object.
Q\wINDOWMeaktop\Tomb CabineNOTA Codes\NFPA 102 - Chapter 7.doe 3/1/04
(c) Blower systems sha. _o weather protected.
(d) Blower systems shall be equipped with back -draft check dampers.
(e) There shall be not fewer than two blower units, each of which has adequate capacity to maintain full
inflation pressure with normal leakage.
(i) The blowers shall be designed to be incapable of overpressurization.
(g) The auxiliary blower unit(s) shall operate automatically if there is any loss of internal pressure or if
an operating blower unit becomes inoperative.
(h) The design inflation pressure and the capacity of each blower system shall be certified by a
professional engineer.
6-3.5 Standby Power System.
6-3.5.1 Design.
6-3.5.1.1 A fully automatic standby power system sW be provided. The system shall be either an auxiliary engine
generator set capable of running the blower system or a supplementary blower unit that is sized for 1 times the
normal operating capacity and is powered by an internal combustion engine.
6.3.5..1.2 The standby power system shall be .fully automatic to ensure continuous inflation in the event of any
failure of the primary power. This system shall be capable of operating continuously for a minimum of 4 hours.
6-3.5.2 Certification. The sizing and capacity of the standby power system shall be certified by a professional
engineer.
6-3.6 Anchorage Design.
6-3.6.1 Basic Requirements.
A positive anchorage system shall be provided to securely anchor the envelope to the ground or to the structure.
6-3.6.2 Specific Requirements.
Anchor loading shall be determined and verified by analytical data prepared by a professional engineer. The
minimum requirements for anchorage designs shall be in accordance with the requirements of ASI 77, Air Structures
Design and Standards Manual.
6-3.7 Accessory Equipment.
The design and use of accessory equipment for heating, air conditioning, lighting, and similar functions shall
conform to the requirements of Chapter 10 and to approved recognized standards.
6-4 Maintenance and Operation.
6-4.1 Instructions in both operation and maintenance shall be transmitted to the owner by the manufacturer of the
tensioned. -membrane, air -supported, or air -inflated structure.
6-4.2 An annual inspection and required maintenance of each structure shall be performed to ensure safety
conditions. At least biennially the inspection shall be performed by a professional engineer or qualified service
representative.
C:\WIAIDOWS\Desktop\Tom's CabinetW TA CodesWFPA 102 - Chapter 6.doc 3/1/04
City of Port Townsend
Fire Department
8-1 General. Tents shall be permitted only on a temporary basis
8-2 Size Limitations. Tents shall be erected to cover not more than 75 percent of the premises, unless
otherwise approved by the authority having jurisdiction.
8-3 Structural Requirements.
8-3.1 All supporting members shall be of sufficient size and strength to support the structure.
8-3.2 The poles and their supporting gays, stays, stakes, and fastenings shall be of su.ficient strength and
attachment to resist a minimum windpressure of 20 lbflii2(0.96 kPa) of projected area of the tent.
8-3.3 Tents shall be adequately guyed, supported, and braced to withstand a minimum pressure or suction of 10
IHM2 (0,48 kPa).
8-3.4 Pull-down ropes (jump ropes) shall be provided on all poles.
8-4 Flame Resistance.
8-4.1 All tent fabric shall meet the requirements of the large-scale test contained in NFPA 701, Standard
Methods of Fire Tests for Flame -Resistant Textiles and Films.
8-4.2 The authority having jurisdiction shall require a certificate or other evidence of approval by a laboratory of
recognized standing or the report of tests made by other inspection authorities as evidence that the tent fabric
materials have the required flame resistance.
84.3 Where required by the authority having jurisdiction, confirmatory field tests shall be conducted using test
specimens from the original material affixed at the time of manufacture to the exterior of the tent.
8-5 Location and -Spacing.
8-5.1 There shall be a :minimum of 10 ft (3 m) between stake lines.
8-5.2 Adjacent tents shall be sufficiently distant from each other to provide an area to be used as a means of
emergency egress. Where 10 f3 (3 m) between stake lines is not sufficient for means of egress, the distance necessary
for means of egress shall govern.
Exception No. 1: Tents not occupied by the public and not used for the storage of combustible material
shall be permitted to be erected less than 10 if (3 m) from other structures only if the authority having
jurisdiction deems such close spacing safe from hazard to the public.
Exception No. 2: Tents, each not exceeding 1200 fl? (111.5 in) in ground area, located in fairgrounds or
similar open spaces shall not be required to be separated from each other, provided safety precautions meet
the approval of the authority having jurisdiction.
8-5.3 The placement of tents relative to other structures shall be at the discretion of the authority having
jurisdiction with consideration being givers to occupancy, use, opening, exposure, and other similar factors..
C:\VIPWWS\Des]dop\Tom's CabinetNRA CodesV*TA 120 - Chapter 8 - Tents.doc 3/1/04
Pe rm, It
Parcel
Fee Descriptlon
BLDO3-008
0011040012
Plan Review Fee
BLD08.008
001104002
Technology Fee for Building Permit
BLD08-008
001104002
State Building Code Council Fee
BLD0B-008
001 104002
Building Permit Fee
BLD0t1-008
001104002
Record Retention Fee for Building P
10MEM
Receipt Number,
$50M
$50M,
$5.00
$5.00
$4.50
$4,50
$42,00
$42,00
$100
$3.00
Total.
$104.50
Amount Paid Perrol,
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Inspection Report
Project j:9A/'j'e-,qAN Permit jqjkp,48!
Date Inspector Inspection & Notes
4) �ollra,
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