HomeMy WebLinkAboutPAR2018-00027 Conference Notes - PAR Letters / Memos - 8/20/2018 MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Building Division
Mason County Bldg. 8, 615 West Alder Street, Shelton, WA 98584
www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269
MASON COUNTY PRE-SUBMISSION CONFERENCE NOTES
• BUILDING DEPARTMENT REPRESENTATIVE: Tricia Woolett
(360) 427-9670 ext. 281
E-Mail: tw@co.mason.wa.us
• DATE: August 20"1 2018
• PROJECT/ PROJECT TRACKING NUMBER PAR2018-00027 FILE
• PARCEL NUMBER: 42004-24-00000
• SITE ADDRESS: 1060 W Eells Hill Rd, Shelton WA COPY
• PROJECT REPRESENTATIVE (S): Tracie Schmitt @ 360.427.7223
DESCRIPTION & SIZE OF PROJECT/OCCUPANCY CLASSIFICATION & USE (Occupancy A & M possible B)
Construct a Performance Center to offer Kart Registration, banquet space. Restrooms located upstairs
and down. An area for debriefing opens space for road course track and a Cafe. In addition, would like to
discuss the construction of a new spectator walk-over path/bridge. Building total square footage is 8,800
each floor 4,400 square feet.
ALL COMMERCIAL SUBMITTALS ARE BY APPOINTMENT.
PLEASE CALL 360.427.9670 EXT. 352 TO SCHEDULE A APPOINTMENT.
COMMENTS: Deferred submittals are by arrangement. Energy Code compliance for envelope, lighting
and plumbing will not be a deferred submittal.
THE FOLLOWING MUST BE INCLUDED ON THE PLANS (will be verified at submittal):
• Code Analysis: Must be supplied in the construction plans and completed by a Washington
State Licensed Design Professional for the scope of work.
• SETBACKS TO PROPERTY LINES: Provide a site plan, drawn to scale. Clearly identify all
structures including fences, parking and other similar items, with setback dimensions on site the
plan.
• DISTANCES TO OTHER STRUCTURES: Site plan, drawn to scale shall clearly identify distances,
where required include fire-resistive details, including continuity, &tested assembly details.
• FIRE RESISTANCE FOR EXTERIOR WALLS: When applicable include fire-resistive details,
including continuity, & tested assembly details.
• IDENTIFY TYPE OF CONSTRUCTION & PROVIDE ALLOWABLE AREA CALCULATIONS WHERE
NEEDED. See Chapter 5, IBC
• FIRE-RESISTIVE RATED CONSTRUCTION & TYPE OF CONSTRUCTION: Where required
demonstrate compliance. Identify the location of the assembly, compliance to continuity
requirements and construction details:
Exterior Wall (IBC704), Fire Wall (IBC705), Fire Barrier (IBC706), Shaft Enclosures (IBC 707), Fire
Partitions (IBC 708), Smoke Barriers (IBC 709), Smoke Partitions (IBC 710), Horizontal
Assemblies (IBC 711), Penetrations (IBC 712), Fire Resistant Joint Systems (IBC 713), Fire-
Resistance Rating of Structural Members (IBC 714), Opening Protection (IBC 715), Duct and Air
Transfer Openings (IBC 716), Concealed Spaces (IBC 717), ETC,
• NUMBER OF EXITS REQUIRED/OCCUPANT LOAD:(IBC 1004): Table 1004 is used to determine
occupant load used to evaluate the structure for exiting purposes, plumbing fixture requirements,
and other code related concerns. Include design calculations, demonstrating how occupant loads
were calculated, on building plans.
• EXIT PLAN: Clearly identify and calculate the exit path and load include exit signage and hardware
details on construction plans.
• ENGINEERING REQUIRED: Structures that do not comply with prescriptive specifications of the
2015 International Code (IBC) shall be designed in accordance with Chapter 16 of the IBC.
Referencing Washington State RCW 18.08.410 - Structures 4000 sq. ft or more shall have all plan
pages reviewed and stamped by a Washington State licensed design professional. The review
shall include a code evaluation addressing life-safety, plumbing & mechanical evaluation, and
structural analysis. (ref. RCW 18.08.410) ALL PLAN PAGES SHALL BE STAMPED AND SIGNED
BY THE DESIGN PROFESSIONAL, including plumbing and mechanical pages.
• ACCESSIBILITY REQUIRED: YES, must include compliance information and plan details including
design details and analysis demonstrating compliance to Chapter 11 and details demonstrating
compliance to ANSI 117.1, in effect at the time of submittal. Include information demonstrating
compliance for restrooms, employee work areas, parking spaces, accessibility to structure,
drinking fountain, signage, etc. Construction plans will NOT be accepted without compliance
details include on the plans.
• PLUMBING SYSTEMS (Chapter 29 Washington Amendment to IBC): Using IBC Chapter 10, determine
occupant load. The number of plumbing fixtures is determined based upon the occupant load.
Plumbing fixtures need not be provided for unoccupied buildings. Permitted building shall
comply. On plans, include design calculations for the following: water closets (M/F), Lavatories,
Drinking Fountains, etc.
Referencing IBC/WAC 2902.2 separate plumbing fixtures shall be required for each sex, except
when the calculated occupancy load is 15 or less, and then unisex fixtures shall be allowed.
Plumbing fixture count can be for the entire facility, including all structures) for compliance
purposes. Provide design calculations demonstrating how the fixture count was determined on
construction plans.
• NON-RESIDENTIAL ENERGY CODE: ALL enclosed spaces are required to meet the Non-
Residential Energy Conservation Code (IECC/WSEC). Provide completed compliance forms.
Forms are available at:
Envelope: http://neec.net/sites/default/files/neec codes/forms15/env15-v1.xlsm
Mechanical: http://neec.net/sites/default/files/neec codes/forms12/MECH12-v3a.xlsm
• LIGHTING: All non-residential structures shall comply with IECC/WSEC lighting requirements.
Complete compliance forms and provide a lighting plan that includes switching locations.
Forms are available at:
Lighting: http://neec.net/sites/default/files/neec codes/forms15/LTG15-v1.xlsm
• Ventilation Code compliance: Must provide calculations and compliance documentation.
• COMMERCIAL KITCHEN: Show compliance to Chapter 5 of the International Mechanical Code
when a kitchen is included in the project.
• GEOTECH REPORT REQUIRED? YES X / NO
• OIL SEPARATOR: REQUIRED when vehicle repair work is performed. Identify location and
provide construction details.
• PROVIDE a SPACE FOR STORAGE OF RECYCLED MATERIAL & SOLID WASTE (WAC51-50-009):
Identify the location on site plan.
• SPECIAL INSPECTION: Referencing IBC Chapter 17, Section 1704.1.1. When required a Statement
of Special Inspections must be prepared by registered design professional in responsible charge.
A completed Special Inspection Agreement form must be submitted prior to permit issuance.
• INTERIOR FINISHES: Include information demonstrating compliance to Interior finishes required in
IBC Chapter 8.
• STORAGE SPACES: Identify material stored, anticipated quantities, height, and if hazardous,
include MSDS sheets for each product.
• STORAGE RACKS: greater than 5'9" shall be permitted either with the proposed project or separate
building permit. Where required documents shall include design information demonstrating
stability for seismic conditions. Special inspection may be necessary, reference IBC Section
1707.6 and 1705.3 (4.5), storage racks, provide compliance information.
• MECHANICAL EQUIPMENT: Identify the location and type of mechanical equipment located within,
and outside the structure. Address foundation and support systems for equipment. Where new
equipment will be placed on site provide UL listing information and/or construction details shall be
stamped by a Washington State licensed design professional. Where applicable include duct
information and duct support compliance information.
• FIRE MARSHAL REQUIREMENTS: Fire Marshal comments requirements including fire protection
requirements and identify compliance information on the proposed building plans. Show the
location of fire extinguishers and identify type. The following items must be completed for the
project approval:
• WATER SUPPLY & FIRE HYDRANT: Referencing IFC, Section 508; clearly identify fire hydrant
location if one is located within 400 ft of the project.
• FIRE FLOW: A copy of the approved method for determining fire flow is enclosed. Complete the
Commercial fire-flow worksheet to identify fire flow and fire protection that may be necessary. Note
that when fire flow is not available step 3 shall apply. See also requirements for IBC Table 503,
allowable areas:
0-500 sq ft.: no protection (mitigation) needed.
501-5,999 sq ft.: Install a NFPA 72 addressable fire alarm system OR construct firewalls in
accordance with IBC Section 706 to create maximum 2,000 sq ft fire areas.
6,000-12,000 sq ft.: Install NFPA 13 automatic fire sprinkler system OR install NFPA 72
addressable fire alarm system maximum 6,000 sq ft fire area with fire walls
constructed in accordance with IBC Section 706, OR construct firewalls in
accordance with IBC Section 706 to create maximum 2,000 ft fire areas.
12,000 sq ft. or more: Install NFPA 13 automatic fire sprinkler system.
• EMERGENCY VEHICLE ACCESS: "Standards for Fire Apparatus Access Roads: adopted through
Mason County Code Title 14 Section 14.17 is attached. Submit documents should clearly identify
code compliance.
• ADDRESSING: Referencing IFC, Section 505 and Mason County Code Chapter 14.28, all new
buildings shall have an approved address.
• AUTOMATIC FIRE ALARM: Referencing IFC, Section 907 and NFPA 72, when proposed provide
information on plans that identifies your intent to install the alarm system. Automatic fire sprinkler
system requires a separate permit.
• SPRINKLER SYSTEM: Referencing IFC, Section 903 and NFPA 13, when proposed provide
information on plans that identifies your intent to install the NFPA 13 fire sprinkler system.
• KNOX BOX: Referencing IFC, Section 506 and access shall be required. Contact your local Fire
District for detail to order your Knox box.
• LAND MODIFICATION: Any grading, filling or excavation in combination that exceed 200 cu yards will
require a Land Modification Permit. If the project exceeds 500 cu yards it will also need a SEPA.
Depending on the scope of the project you may need an engineered Stormwater Plan and Geological
report to accompany this application.
• SPRINKLER SYSTEM: Verify that design calculations include additional load attributed to required
fire sprinkler system. Sprinkler systems require a separate permit.
• SUSPENDED CEILING SYSTEMS: Provide details and specifications relating to suspended ceilings
where applicable. Please note we are in a D2 seismic region. Details shall be designed and approved
for seismic loading in accordance to IBC Chapter 16. Where required designate special inspection
plan.
• STORMWATER MANAGEMENT: A Plan must be submitted in accordance with Mason County Code
Title 14.48, Stormwater Management plans must meet WA State Department of Ecology's 2012
Stormwater Regulations.
PERMITS REQUIRED FOR PROJECT:
o BUILDING (each structure)
o PLUMBING / MECHANICAL (each structure)
o GRADING PERMIT (When greater than 200 cubic yards)
o CHANGE OF USE/OCCUPANCY (When each Tenant is identified for use)
o FIRE SUPPRESSION, See Fire Marshal comments (each structure)
o SIGN (each business)
o FENCE (Greater than 7'0" above grade)
o RETAINING WALL(S) (one permit for all walls on parcel)
ADDITIONAL NOTES: Current Code: 2015 IBC and 2015 IECC/WSEC.
ADDITIONAL REQUIREMENT FOR PERMITING: WHEN YOU SUBMIT PERMITS, YOU WILL NEED
TWO (2) COPIES OF YOUR SITE/PLOT PLANS, DRAWN TO SCALE, 11 X1 7 PAPER SIZE, ALL
NECESSARY PERMIT APPLICATIONS INCLUDING THREE (3) COMPLETE SETS OF BUILDING
PLANS WITH CALCULATIONS WHEN REQUIRED. (NOTE: ALL PLAN PAGES SHALL BE STAMPED
BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHEN: (1)THE STRUCTURE
EXCEEDS 4000 SQ. FT., (2) THE STRUCTURE IS ENGINEERED/DESIGNED.
• CONSTRUCTION PLANS, drawn to scale. Include floor plan, elevations, cross section, cross section,
construction details, etc.
• MECHANICAL PLAN; (If a deferred submittal must be indicated on plans at submittal)
• PLUMBING PLAN AND (If a deferred submittal must be indicated on plans at submittal)
• NON-RESIDENTIAL ENERGY CODE/VENTILATION & INDOOR AIR QUALITY CODE INFORMATION.
• A PLAN REVIEW FEE WILL BE COLLECTED WHEN THE BUILDING PERMIT IS SUBMITTED.
VALUATIONS ARE BASED UPON THE MOST RECENT BUILDING STANDARDS VALUATION DATA
RECOMMENDATIONS AND THE PERMIT FEE WILL BE DETERMINED BASED UPON TABLE 1-A OF
THE 1997 UBC.
DESIGN CRITERIA:
SEISMIC ZONE: D2
WIND SPEED: 85 MPH basic 110 ultimate, Exp. B (Unless proven otherwise)
GROUND SNOW LOAD: PSF
REFERENCE CODE EDITIONS: Effective August 9, 2016
2015 INTERNATIONAL BUILDING CODE(IBC), INCLUDING APPENDIX CHAPTERS C, E AND H, EXCLUDING
H106; SECTIONS 101 THROUGH 107, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND EXCLUDING
APPENDIX CHAPTERS A, B, D, F, G, I, J AND K AND;ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-
50.
2015 INTERNATIONAL EXISTING BUILDING CODE(IEBC)
2015 UNIFORM PLUMBING CODE (UPC), PUBLISHED BY THE INTERNATIONAL ASSN. OF PLUMBING AND
MECHANICAL OFFICIALS (IAPMO)AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-56 AND WAC
51-57, EXCLUDING SECTIONS 102.4 AND CHAPTERS 12, 15, AND 16, PART I.
2015 INTERNATIONAL MECHANICAL CODE(IMC), PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND
THE 2009 INTERNATIONAL FUEL GAS CODE AS ADOPTED THROUGH THE WASHINGTON STATE BUILDING CODE WAC
51-52.
2015 INTERNATIONAL FIRE CODE (IFC) PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, EXCLUDING
APPENDIX A, D, AND K AND ADOPTING APPENDICES B,C,E,F, G AND ADOPTING THE WASHINGTON STATE BUILDING
CODE WAC 51-54.
2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC), AS AMENDED BY WASHINGTON STATE
BUILDING CODE WAC 51-11
To view the Mason County Building and Construction Code and adopted amendments go to the
Mason County website at: www.co.mason.wa.us
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MASON COUNI,
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Building,Planning,Environmental health,Community Health
6115 W.Alder St—Bldg.8,Shelton,Wa 98584 DATE
Phone:(360)427-9670 ext 352♦F=(MO)427-77W _RE
G E C
PRE-APPLICATION CONFERENCE REQUEST FORM 3 0 2016
E
615 W. Mar Street
The purpose of the pre-submission conference is to identify and/or eliminate as many potential problems regarding a
proposal. Representatives from the Fire Marshal's Office, Building Department, Environmental Health, Planning, and
Public Works Departments may attend the meeting to discuss rules and regulations applicable to the proposed project.
Topics covered during the meeting may include the comprehensive plan, land divisions, shoreline program, zoning,
availability of sewer and potable water, development concepts, building construction, fire protection and life safety
concerns of the proposed project. The pre-submission conference is intended as an informative meeting. The intent is to
provide detailed information to the applicant in regards to codes and process.
Incomplete applications will not be accepted. If application is deemed incomplete it will be returned.
All Conferences are on Mondays(except holidays)
To schedule a meeting you must complete the requirements for submittal including the required six(6)
copies of detailed site plan(max.size 11"xl7").
To submit either by mail or in person at: Mason County Permit Assistance Center at 615 W Alder
Street, Shelton WA 98584 by 3:00 PM on the Monday two weeks prior the proposed meeting.
Please make check payable to: Mason County Treasurer Check amount: $615 00
V;.)..s.Sr•
Name: ,;oe Manke �/G�Ll�7 1�1�`2 r-5 ' Y�' '�c.r'1t
Mailing Address: PO Box 2467, Shelton, WA 98584
Daytime Telephone: 360.427.7223
Email address: tracie@ridgemp.com
Representative:
Name: Tracle Schmitt
Mailing Address: PO Box 2467, Shelton, WA 98584
Daytime Telephone: 360.427.7223
Email address: tracie@ridgemp.com
Tax Parcel Number(12 digits): 420042400000 Site Address: 1060 W Eells Hill Fed, Shelton, 98584
Rev.January 2018
Description of Project: New"Performance Center" Building offers Kart Registration, Open
Banquet space. Restrooms located upstairs and downstairs. Ridge debriefing open space for
Road Course track days along with Ridge Cafe. We would also like to include the discussion of a
new spectator walk-over path/bridge.
♦Square footage of structure: Performance Center consists of 2 floors, 1st floor is 4400sq ft with the
second floor being 4400 sq ft.
Use of building and rooms (i.e., office, warehouse, restaurant, storage, etc): Open banquet space
to include cafe.
♦Occupancy classification per IBC, Section 302.1, and construction type: Group A-2 Classification
+ Will grading or excavation be included in the project?
If so what is an estimate the amount of grading: Less than 100 yards, grading has
already been done with prior asphalt project by kart building.
♦ Will Forest Practices be included in the project?
If so what is the estimated amount of logging: board feet
s Are there any historical stormwater and/or geotechnical reports (prepared for previous
development)? Please Indicate Yes X No ❑
♦ Has the project been discussed during a previous Pre-Application Conference?
If yes, please indicate date. Project was discussed at Pre-App meeting for fuel station 2 months ago.
♦ Will the building have employees? Yes X No ❑ If yes, how many?depends on events
What is the proposed source of water? (Please indicate`:
❑ Proposed Individual Well, X Existing individual well, ❑ Proposed water system, ❑ Existing Water
System, Name of existing water system: ID#AD325J ODW project#15-0806
What is the proposed source of sewage disposal? (Please indicate):
Existing onsite sewage system, ❑ Proposed onsite sewage system, ❑ Existing sewer connection,
❑ Proposed sewer connection, Name of Sewer System connected
to:
♦ Well the project include signage? Yes X No ❑
If Yes, describe; size, material and location: est size 6x6 per sign, material .1000 aluminum
♦ is there a fire hydrant located within 400 feet? . Yes ❑ No X If, yes include on site plan.
The following items must be included (attached):
* Provide two sets of proposal/plans including a floor plan. Max. paper size 11" x 17".
s Provide Six (6) copies of the site plan including all items required (see page 3)
Provide specific comments or specific questions we can help you with:
2
Site Plan Requirements
6 copies are required at submittal
Include the following information
Indicate Scale and North Arrow
/Property line dimensions, easements, and right-of-ways.
The location of all existing and proposed structures. Include square footage of existing and proposed
structures.
D /Setba k distance,
[� c stance, in feet from all property lines and structures.
2/Existing and proposed road access to and from the site.
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P' Parking sites
Location of on-site sewage tanks and drainfields.
ocation of drinking water supply. Include location on the proposed site and surrounding parcels.
Steep slope, wetlands, streams, and bodies of water
[✓i Irocation of fire hydrants and emergency vehicle access roads, including grade.
N/Surface and storm water run-off routes.
f"
The site plan should be provided on letter (8.5" by 11"), legal (8.5" by 14"), or 11" by 17" (a larger one
could be provided in addition to this).
Fl/lf there are several buildings on the site and/or proposed, to label each one A, B, C, D, ...
[Show EXISTING drainage features (infiltration ditches, retention ponds, etc).
D/Show BOUNDARIES, area and volume of proposed site disturbance (this includes clearing and
grading limits, proposed timber harvest activity/tree-cutting, landscaping.
Show all,the existing and proposed impervious surface areas (including gravel driveway,
loading, parking etc) in square feet.
APPLICABLE BUILDLNG CODES
2015 International Building Code/2015 International Residential Code
2015 International Fire Code-ANSI A117
2015 International Mechanical Code—WAC 51-42
2015 Uniform Plumbing Code—`VAC 51-56/51-47
2015 international Energy Code I Washington State Energy Code—WAC 51-11C & 51-11R
Mason County Ordinance Title 14 &Code changes are on a 3 year cycle; effective in July of that particular year.
Date of Conference: -A I u, I I 1:� Time of Conference: o 3 c
Location of Conference: 415 N 6th Streets, Shelton WA Planner:
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PROPERTY OF HCI STEEL BUILDINGS,LLC NOT FOR CONSI R ION
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Mole][ MANTLE INDUSTRIES INC.
1100 Yew Street,Blaine, Washington 98230•Telephone:(360)332-5276
DATE: 03/21/18 Phone: 206-900-5370
TO: Ridge Motorsports Park Email: Tracie@RidgeMP.com
ATTENTION: Tracie
FROM: Ken at Mantle Ind. Inc. Email: Ken@Mantleindustries.com
No. Pages (including this page) : 1
Subject: Budget Costs for Aluminum Bridges
Hello Traci,
have estimated some budget prices for a couple of different configurations of aluminum bridges
to give you an idea of the costs of these structures.
Bridge Design Criteria:
Warren truss design with a minimum of 85 PSF uniform live load capacity, suitable for
commercial/public use. The design wind load is 100 mph (3 sec.) exposure 'D' minor structure in
accordance with IBC 2015. Construction of bridge shall be of 6061-T6 aluminum.All welding is in
accordance with AWS D1.2 (aluminum) by certified welders. The bridge shall have a full 1/2" pipe
safety side bars welded to the full length of the truss webs and spaced to prevent the passage of
a 4"sphere. The deck would be of molded ADA compliant FRP gratingl"tall with 1/2"square
openings and with a grit skid resistant surface. Stamped engineer's shop drawings and support
calculations are included.
Budget Prices:
6'-0" I.D. of trusses x 90'-0" span bridge: (Approximately) $71,000.00
8'-0" I.D. of trusses x 90'-0" span bridge: (Approximately) $88,000.00
A fabric top can be added to these made from Herculite 8 ounce awning material. The
approximate prices for that would be about$8,000.00 for the 6'x 90' structure and about
$10,000.00 for the 8' x 90' structure.
These prices are close but they do not constitute a formal quote and should only be used for
planning purposes. When you have a more developed plan and can tell us the exact width and
span of the structure along with any other required specifications we will be happy to develop a
formal proposal.
We appreciate the opportunity to provide this information. Please let me know if I can be of further
assistance.
Sincerely,
Ken Johnson
www hclstoalbulldings.00m
17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington,WA 98223 Contractor's License: HCISTSB864DE
BUILDING ORDER DOCUMENT Buyer P.O.#:
(For Reference Only)
1) ORDER INFORMATION
Project Name: Ridge Motorsports 44x100
Seller's Name: HCl Steel Buildings LLC
Seller's Address: 17833 59 Ave NE suite C Shipping/Jobsite: Shelton,
W,WAells Hill 4
Arlington,WA 98223 Shelton,WA 98584
9 Jobsite County: Mason
United States
Seller's Contact: Emily Vanderwielen Est.#of Trucks: 3
Contact Phone: (360)403-4900
Building End Use:3A-Commercial retail stores
Contact Fax: (360)403-4900 Quote Requested:
Contact Email: emily@hcisteelbuildings.com
Order Type:Production Order End Customer:Tracie Schmitt
Anchor Bolt Drawings:3 sets
Erection Drawings:3 sets
Permit Drawings:3 sets ShakeoutPro:No
Stamped Calculations:2 sets Send Drawings Via: 9 Mail P-0 Email(.pdf format only)
2) BUILDING DESCRIPTION
BUILDING INFORMATION
Building Building Profile Building Building Distance to Actual Eave Ht. Roof Slope Structural Steel
Name Width Length Ridge FSW BSW FSW BSW Color
Primary Wall Sec.
Main Single Slope 44'-0" 100'-01, N/A 20'-0" 22'-9" 0.75:12" N/A RP RP
Jnless noted in Special Requirements all structural members not fabricated of prepainted or galvanized material or treated with a corrosion resistant coating are painted with one coat of shop primer.The coat
of shop primer is intended to protect the steel for only a short period of exposure to ordinary atmospheric conditions.
SECONDARY INFORMATION
Building Secondary Purlin Tie-in Roof Sec. Purlin Girt Depth*
Name Type Color Depth* FSW BSW LEW REW
Main Purlins None RP per HCI per HCl per HCI per HCl per HCI
",Numerical values indicate user specified pudin/girt depths;otherwise,depths shall be as required by design
SIDEWALL AND ENDWALL SPACING
Building Name Sidewall Bay Spacing FSW Soldier Column BSW Soldier Column Left Endwall(LEW) Right Endwall(REW)
(From LEW) Spacing(From LEW) Spacing(From LEW) Column Spacing (From Column Spacing(From
FSW) FSW)
Main 4@25'-0" N/A N/A 1 @12'-0", 1 @20'-0", 1 @12'-0", 1 @20'-0",
1 @ 12'-0" 1 @ 12'-0"
06/21/2018 Ridge Motorsports: Page 2 of 23
IIr1IIlw�rrll�rr�u�r
www.hcisteel bu i ldi n gs.com
17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington, WA 98223 Contractor's License: HCISTS8864DE
2) BUILDING DESCRIPTION (CONTINUED)
GIRT CONDITION AND SPACING
Building Name Front Sidewall(FSW) Back Sidewall(BSW) Left Endwall(LEW) Right Endwall(REW)
Girt Girt Spacings Girt Girt Spacings Girt Girt Spacings Girt Girt Spacings
Condition Condition Condition Condition
Main Flush User Flush User Flush User Flush User
Requested Requested Requested Requested
3) PROJECT LOAD REQUIREMENTS
Building Code: IBC 2015 Occupancy Classification: II-Standard Buildings
Design to be in accordance with Common Industry Practices as described by the Live Load: 20 psf Reducible per Code
current MBMA Metal Building Systems Manual. Information on this order Ground Snow Load: 25 psf
overrides that on plans or specifications.
Snow Exposure Coefficient(Ce): 1.0-Partially Exposed
UL90 Rated: No Wind Speed: 115 mph
Wind Exposure: C
Architectural Plans&Specifications/For Specific Reference Only Seismic Information: Ss: 1.212
-None Enclosec S1: 0.491
Site Class: D
4) BUILDING LOAD REQUIREMENTS
LOAD REQUIREMENTS
Building Roof Dead Roof Snow Wind Thermal Primary Secondary Collateral Roof Insulation R<30 and/or
Name Load Load Enclosure Coeff.(Ct) Collateral Collateral Load Due To Roof Obstruction Exists
Maln Per HCI 25.0 psf, Enclosed Heated 1.0 psf 1.0 psf Mech/Elec/ Yes
Std. Structure(1.0) Sprinkler
User override on Roof Snow Load
DEFLECTION REQUIREMENTS(Serviceability Criteria)
Building Name Purlin/Joist Deflection Main Frame Deflection Girt Deflection Main Frame Sidesway
General Ceiling General Ceiling Steel Panel Reinf. Steel Panel Reinf.
Masonry Masonry
Main L/150 Std. N/A L/180 Std. N/A U90 Std, N/A H/60 Std. N/A
"Other"Deflection Requirements:(See Special Requirements)
ADDITIONAL BUILDING COMPONENTS
Building Name Additional Existing Building or Natural Does Additional Obstruction cause Other Loads
Obstruction Not Defined in Box 25? Snow Drift?
Main No Additional Obstruction N/A N/A
The Project Architect or the Engineer of Record is responsible for specifying Design Loads in accordance with the governing Building Code,local requirements(if any),and special end use
requirements.The Manufacturer's Engineer does NOT serve as the Engineer of Record.(See the current MBMA Metal Building Systems Manual).Loads specified will be applied in general
accordance with the engineering formulas of the specified code.Code requirements for fire,egress,ADA compliance,and other considerations are the responsibility of the buyer.
06/21/2018 Ridge Motorsports: Page 3 of 23
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www hcistoolbuildings.com
17833 59th Ave NE, Suite C Office: (360) 403.4900
t Arlington,WA 98223 Contractor's License: HCISTS8864DE
5) FRAME INFORMATION
BUILDING NAME.Main Cold Formed Materials Not Allowed
Frame Line Frame Type Future Interior Module Int.Column Straight Column Base
Expansion Spacing(From FSW) Type Cols Elevation
FSW BSW FSW BSW Int.
1 (LEW) Rigid Frame Clear Span(Non-Exp)- N/A 1 @44'-0" N/A Yes Yes 0'-0" 0'-0" N/A
RCS
2-4 Rigid Frame Clear Span-RCS N/A 1 @44'-0" N/A Yes Yes 0'-0" 0'-0" N/A
S(REW) Rigid Frame Clear Span(Non-Exp)- N/A 1 @44'-0" N/A Yes Yes 0'4" 0'4" N/A
RCS
Base Plate Elevations:Negative values are below finish floor(B.U.)and positive values are above finish floor(A.F.F.).
6) ROOF PANEL
Building Roof Ext. Ext. Clip Type Roof Insulation Hand Endlap Mod.0 Insulation Staggered Weather
Name Panel Gauge Color (Not by HCI) Crimper Clamp lamp Pan Endlaps Tightness
Type Designed for. Qty Qty Qty Warranty
Main HCl 24 ga. TBS Determined Simple Saver 0 0 0 No No None
CMS by HCI System
'Roof Insulation is not provided by HCI.Insulation prevents condensation.noise and damage due to wind.Due consideration must be given by the designer to these issues.
Roofs utilizing any type of Double Layer Insulation System or Roof Liner system will be detailec using flange brace clips,unless otherwise noted
Roof warranty options apply only to standard HCl Finishes.Refer to the HCI STEEL BUILDINGS Warranty Instruction Guide.
HCI recommends tall clips for insulation thickness greater than 4"
HCl STANDARD COLOR CODES
Miscellaneous Finishes Silicon Polyester(SP)Finish PVDF Finish(35 yr Standard Warranty)
GM Finish (25 yr Std.Warranty) (25 yr Standard Warranty) Standard Upcharge Applies
Galvalume: GM Aztec Blue(SP): AS Lightstone (SP): LS Cypress Green(PVDF):CY Surrey Beige(PVDF): SU
Brick Red(SP): BR Polar White(SP): PW Dark Bronze(PVDF): IDS To Be Selected(PVDF)TBK
Burnished Slate(SP): BS Sagebrush Tan(SP): SB Medium Gray(PVDF): MG Terra Cotta(PVDF): TC
Evergreen(SP): EG To Be Selected(SP): TBS Royal Blue(PVDF): RO Warm White(PVDF): WW
Fox Gray(SP): FG I Regal White(PVDF): RW
7) ROOF LINE TRIM
FRONT SIDEWALL(FSW) TRIM INFORMATION
Building Trim Texture Front Sidewall(FSW)Eave FSW Eave Downspout Downspout Gutter to Delete Elbow
Name Trim Trim Color Condition Color Downspout at Base?
Transition
Main Smooth Std.Gutter w/Downspouts TBS 4"x 4" TBS Standard 'S" No
(Standard) Downspouts
06/21/2018 Ridge Motorsports: Page 4 of 23
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www hC1$t4lbuildings.aom
17833 S9th Ave NE, Suite C Office: (360) 403.4900
Arlington,WA 98223 Contractor's License: HCISTSB864DE
7) ROOF LINE TRIM (CONTINUED)
BACK SIDEWALL(BSW}TRIM INFORMATION
Building Trim Texture Back Sidewall (BSW)Eave BSW Eave Downspout Downspout Gutter to Delete Elbow
Name Trim Trim Color Condition Color Downspout at Base?
Transition
Main Smooth Sculptured Eave TBS N/A N/A N/A N/A
(Standard)
END WALL TRIM INFORMATION
Building LEW Trim Left Endwall(LEW)Rake Trim LEW Rake REW Trim Right Endwall (REW)Rake REW Rake
Name Texture Trim Color Texture Trim Trim Color
Main Smooth Sculptured Rake TBS Smooth Sculptured Rake TBS
(Standard) (Standard)
(8) ROOF ACCESSORIES - NONE REQUIRED
9) WALL PANEL
Building Wall ID Wall Panel Type Ext. Ext. Wall Insulation` Wall Finish Warranty Include Base
Name Gauge Color (Not by HCI) Comer Closures Closures
Designed for: Trim Color
Main All HCl Panel 26 ga. TBS Simple Saver TBS 25 Year(SP) Yes Yes
System
*Wall Insulation is not provided by HCI.Insulation prevents condensation,noise and damage due to wind.Due consideration must be given by the designer to these issue--
Wails utilizing a Liner Type Basket Insulation or Wall Liner system will be detailed using flange brace clips,unless otherwise noted.
Wall warranty options apply only to standard HCI Finishes.Refer to the HCI STEEL BUILDINGS Warranty Instruction Guide.
Please schedule fabrication and delivery of steel to coincide closely with your erection schedule.This will minimize the possibility of damage due to exposure to the elements.Panels must be kept free of
moisture and debris at all times.See instruction on panel bundles,HCI Wall Sheeting Erection Guide and the construction details.Improper storage or handling will diminish the life of the product and VOIDS all
warranties.
BASE TRIM CONDITIONS
Building Name Wall ID Base Trim Type Base Trim Color Vertical Dimension"X" Horizontal Dimension"Y"
Main All Base Channel w/ TBS N/A N/A
Trim
Note.Masonry fasteners are not supplied by HCI.
10) FRAMED OPENINGS
WALL FRAMED OPENINGS
Building Wall ID Width Height Qty Factory or Loc.Left Framed Sill Height Cover F.O.Trim Wind Allow
Name Field Steel Line Opening Trim? Color Load X-Brc?
Located Type Conf.?
Main LEW 6-0" T-0" 1 Field T-0" Walkdoor 11'-01, Yes TBS Yes No
Main LEW 16-0" 8'-01, 1 Factory 14'-0" Roll Up 0'-0" Yes TBS Yes No
Main LEW 6-0" T-0" 1 Field 35'-0" Walkdoor 11'-01, Yes TBS Yes No
Main LEW T-4" T-2" 1 Field 36'-4" Walkdoor 0'-01, Yes TBS Yes No
Sill Height is measured from the finish floor elevation.Cover trim(If selected)will matcn the F.O.Trim color unless specified otherwise in the notes section(box 27)of contract.
All framed openings with a wind load confirmation of"Yes"assume the use of accessories designed to be fully wind-resistive based on the loading specified in the Load Requirement section.All framed openings
with a wind load confirmation of"No"will be considered in the building design as though they were permanently open to the outside.
06/21/2018 Ridge Motorsports: Page 5 of 23
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15) WALKDOORS - NONE REQUIRED
16) WINDOWS - NONE REQUIRED
17) WALL LITES - NONE REQUIRED
(18) CANOPY - NONE REQUIRED
19) FASCIA - NONE REQUIRED
20) RAKE/ EAVE EXTENSIONS
Building Name Wall I.D. Type Projection Lineal Feet Loc.Left Steel Line Soffit Panel
Dimension
Main LEW Rake 5' 0" Full Wall Length 0'-0" HCI Panel,26 ga.,TBS
Main FSW Eave 5' 0" Full Wall Length 0'-01, HCI Panel,26 ga.,TBS
Main REW Rake 5'-0" Full Wall Length 0'-0" HCI Panel,26 ga.,TBS
Main BSW Eave 5'-0" Full Wall Length 0'-0" HCI Panel,26 ga.,TBS
(271) PARAPET WALLS - NONE REQUIRED
06/21/2018 Ridge Motorsports: Page 7 of 23
www.hcisteeibuildings.com
17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington, WA 98223 Contractor's License: HCISTSB864DE
22) MEZZANINES
Mezzanine ID: 1 Building Name:Main Ecospan:Yes
Design Loads (Does not include the weight of the floor joists or beams)
Dead Load: 38.5 PSF Live Load: 50 PSF Collateral (Bottom Chord): 1 PSF Partition Loads: 15 PSF
Mezzanine Dimensions
Width: 44'-0" Length: 84'-6" Slab/Deck Thickness: 0'-4"
Start Location from LEW 15'-6" Start Location from FSW 0'-0"
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Mezzanine Material Types(Not by HCI):
r Standard Weight Concrete r Light Weight Concrete r Extruded-Mesh or Diamond-Plate Steel F Plywood F Other
Mezzanine Floor Use (Occupancy Classification)
F Storage P Office F Retail Store F Manufacturing F Classroom 7 Theater
Floor Openings(Dimensions shown should be inside clear dimensions) (H x W @ Ibs)
Materials Provided By HCI STEEL BUILDINGS
F Designed For Load Provisions Only 17 Auxiliary Support r Support Beams (N Edge Angle/Pour Stop
Deck Type: Per HCI Bar Deck Attachment: Self-Drilling Screw! Deck Finish: Gray Primer
Joist and Bridging Bolted Joists F Welded Joists TV— Bolted Bridging F Welded Bridging
Applicable Sidewall Details and Requested Dimensions
Dimensional Data Requested Provided
(A)Finished Floor to Top of Mezzanine: 11'-0" 11'-0"
e (B)Minimum Required Clearance Under Joist: 9'-0" 9'-0"
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(F)Clearance Under Frame: TBD
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06/21/2018 Ridge Motorsports: Page 8 of 23
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17833 S9th Ave NE, Suite C Office: (360) 403.4900
Arlington, WA 98223 Contractor's license: HCISTSB864DE
22) MEZZANINES (CONTINUED)
Mezzanine ID: 2 Building Name:Main Ecospan:Yes
Design Loads (Does not include the weight of the floor joists or beams)
Dead Load: 38.5 PSF Live Load: 50 PSF Collateral(Bottom Chord): 1 PSF Partition Loads: 15 PSF
Mezzanine Dimensions
Width: 16-0' Length: 19'-6" Slab/Deck Thickness: 0'-4'
Start Location from LEW -4'-0" Start Location from FSW -4'-0"
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Mezzanine Material Types(Not by HCI):
r, Standard Weight Concrete 7 Light Weight Concrete r Extruded-Mesh or Diamond-Plate Steel F Plywood F Other
Mezzanine Floor Use (Occupancy Classification)
F Storage W Office T_ Retail Store F Manufacturing F Classroom F Theater
Floor Openings(Dimensions shown should be inside clear dimensions) (H x W @ Ibs)
Materials Provided BY HCI STEEL BUILDINGS:
1 Designed For Load Provisions Only W Auxiliary Support [7�. Support Beams W Edge Angle/Pour Stop
Deck Type: Per HCl Bar Deck Attachment: Self-Drilling Screw: Deck Finish: Gray Primer
Joist and Bridging-17 Bolted Joists F Welded Joists W Bolted Bridging F Welded Bridging
Applicable Sidewall Details and Requested Dimensions
Dimensional Data Requested Provided
(A)Finished Floor to Top of Mezzanine: 11'-0" 11'-01,
M (B)Minimum Required Clearance Under Joist: 9'-0" 9'-01,
(C)Minimum Required Clearance Under Floor Beams: TBD 9'-01,
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(F)Clearance Under Frame: TBD 17'-1"
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06/21/2018 Ridge Motorsports: Page 9 of 23
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22) MEZZANINES (CONTINUED)
Mezzanine ID: 3 Building Name:Main Ecospan:Yes
Design Loads (Does not include the weight of the floor joists or beams)
Dead Load: 38.5 PSF Live Load: 50 PSF Collateral (Bottom Chord): 1 PSF Partition Loads: 15 PSF
Mezzanine Dimensions
Width: 16-0" Length: 19'-6" Slab/Deck Thickness: U-4"
Start Location from LEW -4'-0" Start Location from FSW 32'-0"
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Mezzanine Material Types(Not by HCI):
P Standard Weight Concrete F Light Weight Concrete r Extruded-Mesh or Diamond-Plate Steel 7 Plywood F Other
Mezzanine Floor Use (Occupancy Classification)
F Storage P Office F_ Retail Store 7 Manufacturing Classroom 7 Theater
Floor Openings (Dimensions shown should be inside clear dimensions) (H x W @ Ibs)
Materials Provided By HCI STEEL BUILDINGS:
s� Designed For Load Provisions Only P Auxiliary Support P Support Beams W1 Edge Angle/Pour Stop
Deck Type: Per HCI Bar Deck Attachment: Self-Drilling Screw; Deck Finish: Gray Primer
Joist and Bridgingf— Bolted Joists r Welded Joists rV Bolted Bridging Welded Bridging
Applicable Sidewall Details and Requested Dimensions
Dimensional Data Requested Provided
(A)Finished Floor to Top of Mezzanine: 11'-0" 11'-0"
(B)Minimum Required Clearance Under Joist: 9'-0" 9'-0"
(C)Minimum Required Clearance Under Floor Beams: TBD
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06/21/2018 Ridge Motorsports: Page 10 of 23
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3; 17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington, WA 98223 Contractor's license: HCISTSB864DE
22) MEZZANINES (CONTINUED)
Mezzanine ID: 4 Building Name:Main Ecospan:Yes
Design Loads (Does not include the weight of the floor joists or beams)
Dead Load: 38.5 PSF Live Load: 50 PSF Collateral (Bottom Chord): 1 PSF Partition Loads: 15 PSF
Mezzanine Dimensions
Width: 20'-0" Length: 15'-6" Slab/Deck Thickness: 0'-4"
Start Location from LEW 0'-0" Start Location from FSW '2'-0"
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Mezzanine Material Types(Not by HCI):
Standard Weight Concrete [-- Light Weight Concrete r Extruded-Mesh or Diamond-Plate Steel F Plywood F Other
Mezzanine Floor Use (Occupancy Classification)
r— Storage W Office 7 Retail Store F Manufacturing r Classroom F Theater
Floor Openings(Dimensions shown should be inside clear dimensions) (H x W @ Ibs)
Materials Provided B HCI STEEL BUILDINGS:y U NGS:
3 Designed For Load Provisions Only W Auxiliary Support F. Support Beams Ve Edge Angle/Pour Stop
Deck Type: Per HCI Bar Deck Attachment: Self-Drilling Screw; Deck Finish: Gray Primer
Joist and Bridging: Bolted Joists 7 Welded Joists W Bolted Bridging F Welded Bridging
Applicable Sidewall Details and Requested Dimensions
Dimensional Data Requested Provided
(A)Finished Floor to Top of Mezzanine: 11'-0" 11'-0"
(B)Minimum Required Clearance Under Joist: 9'-0" 9'-0"
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FLOOR Joist Primer Color GP
06/21/2018 Ridge Motorsports: Page 11 of 23
www hcisteelbuildings.com
17833 59th Ave NE, Suite C Office: (360) 403,4900
` Arlington, WA 98223 Contractor's License: HCISTSB864DE
22) MEZZANINES (CONTINUED)
Mezzanine ID: 5 Building Name:Main Ecospan:Yes
Design Loads(Does not include the weight of the floor joists or beams)
Dead Load: 38.5 PSF Live Load: 50 PSF Collateral (Bottom Chord): 1 PSF Partition Loads: 15 PSF
Mezzanine Dimensions
Width: 12'-0' Length: 10'-0" Slab/Deck Thickness: 0'-4"
Start Location from LEW 32'-5'' Start Location from FSW 2'-0"
H I I H
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Mezzanine Material Types(Not by HCI):
r Standard Weight Concrete F Light Weight Concrete r Extruded-Mesh or Diamond-Plate Steel r Plywood Other
Mezzanine Floor Use (Occupancy Classification)
F Storage T70 Office F Retail Store F Manufacturing F Classroom F Theater
Floor Openings(Dimensions shown should be inside clear dimensions) (H x W @ Ibs)
Materials Provided By HCI STEEL BUILDINGS:
F Designed For Load Provisions Only W Auxiliary Support P7 Support Beams W Edge Angle/Pour Stop
Deck Type: Per HCl Bar Deck Attachment: Self-Drilling Screw: Deck Finish: Gray Primer
Joist and Bridging Bolted Joists i Welded Joists Bolted Bridging F Welded Bridging
Applicable Sidewall Details and Requested Dimensions
Dimensional Data Requested Provided
(A)Finished Floor to Top of Mezzanine: 11'-0" 11'-0"
h�me (B)Minimum Required Clearance Under Joist: 9'-0" 9'-0"
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FLOOR Joist Primer Color GP
06/21/2018 Ridge Motorsports: Page 12 of 23
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17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington,WA 98223 Contractor's License: HCISTSB864DE
22) MEZZANINES (CONTINUED)
Mezzanine ID: 6 Building Name:Main Ecospan:Yes
Design Loads (Does not include the weight of the floor joists or beams)
Dead Load: 38.5 PSF Live Load: 50 PSF Collateral (Bottom Chord): PSF Partition Loads: 15 PSF
Mezzanine Dimensions
Width: 12'-0" Length: 14'-10" Slab/Deck Thickness: 0'-4"
Start Location from LEW 70'-4" Start Location from FSW -12'4"
H I I H
MEZZANINE
ID—
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i FRONT SIDEWALL
7
1:3 STEELl START 1LVIGTH
LINE LAC.
Mezzanine Material Types(Not by HCI):
W Standard Weight Concrete F Light Weight Concrete r Extruded-Mesh or Diamond-Plate Steel Plywood Other
Mezzanine Floor Use (Occupancy Classification)
F Storage P7 Office F Retail Store 71 Manufacturing F Classroom 7 Theater
Floor Openings(Dimensions shown should be inside clear dimensions) (H x W @ Ibs)
Materials Provided By HCI STEEL BUILDINGS:
Designed For Load Provisions Only Auxiliary Support Support Beams (v Edge Angle/Pour Stop
Deck Type: Per HCl Bar Deck Attachment: Self-Drilling Screw: Deck Finish: Gray Primer
Joist and Bridging: Bolted Joists 7 Welded Joists W Bolted Bridging (i Welded Bridging
Applicable Sidewall Details and Requested Dimensions
Dimensional Data Requested Provided
(A)Finished Floor to Top of Mezzanine: 11'-0" 11'-0"
1e (B)Minimum Required Clearance Under Joist: 9'-0" 9'-0"
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(F)Clearance Under Frame: TBD IT-1"
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m v I8HID Joist Seat Depth: TBD U-2 1/2"
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Joist Primer Color GP
06/21/2018 Ridge Motorsports: Page 13 of 23
www.hclstoolbuildings.com
17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington,WA 98223 Contractor's License: HCISTSB864DE
22 MEZZ
ANINES (CONTINUED)
Mezzanine ID: 7 Building Name:Main Ecospan:Yes
Design Loads (Does not include the weight of the floor joists or beams)
Dead Load: 38.5 PSF Live Load: 50 PSF Collateral(Bottom Chord): I PSF Partition Loads: 15 PSF
Mezzanine Dimensions
Width: 41'-8' Length: 14'-10" Slab/Deck Thickness: 0'-4"
Start Location from LEW 85'-2" Start Location from FSW 41'4"
H I I H
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LUMMEE LOC.
Mezzanine Material Types(Not by HCI):
W1 Standard Weight Concrete F Light Weight Concrete F Extruded-Mesh or Diamond-Plate Steel (- Plywood Other
Mezzanine Floor Use (Occupancy Classification)
F Storage f— Office F Retail Store r Manufacturing F Classroom F Theater
Floor Openings(Dimensions shown should be inside clear dimensions) (H x W @ lbs)
Materials Provided By HCI STEEL BUILDINGS:
F Designed For Load Provisions Only W Auxiliary Support P7 Support Beams 1—y' Edge Angle/Pour Stop
Deck Type: Per HCl Bar Deck Attachment: Self-Drilling Screw; Deck Finish: Gray Primer
Joist and Bridging: Bolted Joists F Welded Joists P-0 Bolted Bridging F Welded Bridging
Applicable Sidewall Details and Requested Dimensions
Dimensional Data Requested Provided
(A)Finished Floor to Top of Mezzanine: 11'-0" 11'-0.1
(B)Minimum Required Clearance Under Joist: 9'-0" 9'-0"
(C)Minimum Required Clearance Under Floor Beams: TBD 9'-0"
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(F)Clearance Under Frame: TBD 1T-1"
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m FINISHED Joist Seat Depth: TBD U-2 1/2"
F1 Joist Primer Color GP
L23) CRAN�§/2-,Ngl�E REQUIRED Ridge Motorsports: Page 14 of 23
www.hcfstootbuildings.com
17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington,WA 98223 Contractor's License: HCISTSB864DE
24) JIB CRANES - NONE REQUIRED
(25) EXISTING BUILDING -NONE REQUIRED
(26) FUTURE BUILDING - NONE REQUIRED
27) SPECIAL USER NOTES
1. (HCI) See floor plan for skewed mezzanines.Additional skew information will be required at order entry.Some field work
may be required.HCI has assumed Mezzanines 5,6,and 7 are exterior mezzanine/roofs that are a continuation of the main
building mezzanines.Mezzanines 2 and 3 have been provided to continue to the exterior of the building forming"decks". See
floor plan for reference.See box 22 for ALL mezzanine loads.The FOR must verify that the provided loads are adequate for the
environmental loads that will effect the exterior mezzanines.Building erector is responsible to ensure the exterior mezzanine
decks slope away from the exterior wall sheeting.HCI has quoted this project under the premise that adequate drainage will
be provided(design of drainage system NOT by HCI).No additional materials have been provided to enclose the bottom of the
exterior mezzanines.Weather tightness at these exterior mezzanines is NOT by HCI.
2. (HCI)See floor plan for mezzanine column locations.Subject to change based on final design.
28) EQUOTE QUALIFICATIONS
Project-wide
1. In the Deflection Requirements(Serviceability Criteria)section of the Quote and Order Document,the Horizontal Serviceability limits reported
are checked using 10 year reoccurrence loading. Strength is checked using SO year reoccurrence loading. The Vertical Serviceability limits
reported are checked using Collateral + Live/Snow Loads.
2. For Occupancy Category I or Il buildings,IBC allows for single story buildings to have no limit for seismic story drift.Please note that any
interior walls,partitions,ceilings,and exterior walls should be detailed (by others)to accommodate this story drift.
3. Thejobsite location is in a county where extreme variations in Ground Snow loading exist. HCI does not have the ability to verify that defined
Ground Snow loads meet local requirements. Builder must verify with the engineer of record and/or the local building official that defined
loads are appropriate.
4. For painted roof systems, panel assembly parts(such as gutter brackets and CMS end dams)are provided in a painted finish in the same color
as the roof panel. Please note that these items will typically fade at a different rate than the roof panel finish. The finish paint for all
accessories does not carry any finish warranty. The finish warranty supplied by HCI is for the panel finish only. Other accessories(such as roof
curbs,pipejacks,and VR 16 11 end dams)may still be provided in an unpainted finish and may require field painting.If field painting is
required, paint is not supplied by HCI.
06/21/2018 Ridge Motorsports: Page 15 of 23
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www hcisteelbui1dtngs.com
17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington, WA 98223 Contractor's License: HCISTSB864DE
28) EQUOTE QUALIFICATIONS (CONTINUED)
Project-wide
S. There are three options available to the buyer for the installation of HCI's CMS-/VR16 IIT"roof systems: 1)"HCI Roll Lock"-(No electric
seaming required,standard hand crimping only) 2)"HCI Vise Lock" ® (Single pass with one HCI electric seamer or continuous hand-crimping
in edge/corner zones) 3)"HCI Vise Lock 360" V (Single pass with HCI Vise Locks seamer and single pass with HCI Vise Lock 3609 seamer
required) (Note:two separate HCI reamers are required for this process) Panels must be crimped during panel erection with the use of HCI's
hand crimper. Seaming requirements will be determined at the time the final design is complete. Not all CMS roof systems will require the use
of an electric seamer. Often,the project requirements,i.e.code,uplift or FM requirements require an electric seamer to be used. The following
guidelines should be used for estimating the cost of seaming tools. Your estimated labor costs are not included. COST OF SEAMER RENTAL IS
NOT INCLUDED IN THIS CONTRACT PRICE OR QUOTATION. The buyer should consider the cost necessary for the HCI electric seamer rental.
Calculate approximately 30,000 s.f.of CMS-or 20,000 s.f.of VR16 IITM'per seamer per day based upon seaming an installed roof. Your actual
time may vary depending on the specific situations. Figure$70/day per seamer plus shipping costs for the rental of seamers.PLEASE NOTE:
The use of a non-HCI seamer to seam the HCI CMS-/VR16 II""roof systems will void the Weathertightness Warranty,UL ratings,and FM
ratings if applicable.
6. The mezzanine deck provided by HCI is a form deck and is designed to meet the S.D.I.maximum construction clear spans only.The concrete
slab,and not the deck,must carry the in-place loads described in this quote and order document.The design of the reinforced concrete slab,
including considerations for cracking,is the responsibility of the Engineer of Record (not HCI).Welded-wire reinforcing mesh is not included in
this order.
7. HCI assumes the Collateral load is applied to the bottom flange of thejoists unless specifically noted otherwise.
8. These documents were used for reference only during the preparation of this proposal and have not been included as a part thereof. HCI has
only addressed what has been specifically mentioned or shown in the pages of this proposal as part of our scope of work.
29) 9. Angle bracing is required in the walls on this project. The angle bracing will be on the inside of the girt line. The columns have also been
designed for the angle bracing with a minimum depth of 22"at the base plate.
* 10. This project includes buyout items or special order materials. Although HCI will do everything possible to insure that shipment of these items
corresponds with delivery of HCI materials,HCI will not accept back charges for untimely delivery of these products-
* 11. Standard 26 gauge trim will be provided for this project.
* 12. Short clips: 2"to 4"of insulation compressing to 1/2"over roof purlins.(EPS foam spacers are available for limited use in non-insulated areas.)
* 13. HCI STEEL BUILDINGS does not recommend using wall insulation that is greater than 4"thick under HCI Wall sheeting. Oil canning and
dimpling may occur due to the wall insulation thickness being greater than 4". Special care needs to be applied when erecting the HCI Wall
sheeting under these conditions to avoid the oil canning and dimpling effects.
* 14. HCI assumes that no more than 4"of compressed insulation is on top of the girts. Any insulation in excess of 4" is assumed to be in the girt
cavity.
* 15. HCI assumes a construction live load of 20 psf.
HCI assumes a concrete compressive strength of 3000 psi.
HCI has designed the mezzaninejoist system to support the collateral load after the mezzanine
deck and joist bridging are installed,the concrete slab is poured and has reached a compressive
strength equal to or greater than the concrete compressive strength noted in this document.
The design of the concrete slab is by the Engineer of Record,not by HCI.
Welded-wire reinforcing mesh(WWM)is not included in this order. Requirements for the reinforcing
steel for the mezzanine slab are the responsibility of the Engineer of Record(EOR),not HCI.
* 16. This quote includes no provisions for dynamic load criterion(vibrations)and its effects on mezzanines. HCI assumes no responsibility for the
presence of dynamic loads. It shall be the responsibility of the buyer to determine the impact of these vibrations on the structure.
* 17. 0 percent of the mezzanine live load was considered in the seismic calculations due to the mezzanine being supplied as an office.
* 18. The location of the mezzanine framed opening has not been provided,therefore no framed opening materials have been provided-
* 19. The Price specified on this proposal is based on the following requirements being maintained: 1) Minimum 28-day concrete compressive
strength of 3000 psi.2)Minimum mesh is to be 6x6-W1.4xW1.4.If the concrete depth over the top of the deck exceeds 3 1/4",welded-wire
fabric with an area equal to 0.00083 times the area of the concrete fill over the deck is required.The mesh should be placed at the
approximate centerline of the concrete depth over the top flute of the deck.
* 20. Customer has requested screw-down metal deck. HCl has supplied the deck with screw-down fasteners. However,in order to meet the
required shear capacity of the deck, HCI will utilize the following hierarchy for design,unless requested otherwise at order entry: 1)Screws;2)
Mechanical Pins(powder or pneumatic driven);3)Puddle Welds
* 21. Roofs utilizing any type of Double Layer Insulation System or Roof Liner System will be detailed using frame brace clips(FBT),unless noted
cQ ?418 Ridge Motorsports: Page 16 of 23
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www.hcistoolbuildings.com
17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington, WA 98223 Contractor's License: HCISTSB864DE
1177
28) EQUOTE QUALIFICATIONS (CONTINUED)
Project-wide
* 22. TBS was selected on contract for paint color. HCI assumes that standard HCI paint will be selected. Special colors and/or finishes are subject
to price and delivery changes.
* 23. Field cutting and drilling of material may be required to assure proper fit at skewed wall condition. Panels at skewed area must be field cut
with non-abrasive tools. The use of abrasive tools will void roof and wall warranties.
* 24. This quote is based on uniformly applying the contract specified live load and roof snow load.In addition,this quote is based on applying a
code defined live load (including applicable reductions)and a code defined snow load (based on contract specified ground snow);for all
partial loading and unbalanced snow load conditions.
* 25. HCI cannot determine the design loads or design code for any particular project.If this proposal is accepted,it will be understood that the
design load and design code are the responsibility of the signee and have been verified by the signee to be correct.By signing this order,the
signee is taking responsibility for the design loads of the project.HCI is not the Engineer of Record.
* 26. HCI assumes that any walls, partitions,ceilings,and exterior walls by others will be detailed(by others)to accommodate any story drift
resulting from prescribed seismic loading.
* 27. The mezzanine joists will have gray primer.All other materials supplied by HCI that require primer will be primed red.A scope and price
adjustment will be required if all of the materials to be supplied by HCI are to be primed gray.If thejoists need to be primed Red please
contact HCI as Red joists are hard to obtain and may require special pricing and delivery considerations.
* 28. Estimated Weight(lbs): 129,641 Estimated#of Trucks: 4 Weight and number of trucks will be finalized at time of final
design.
* 29. This contract includes NO provisions for the Buy American Act.If the Buy American Act is required,a revised quote will be required.
* 30. Washered Fasteners have been included in this proposal.
Main
31. The user override roof snow load requested on this project will be applied as a uniform load in combination with dead and collateral loads. In
other loading conditions,roof snow loads are determined in strict accordance with the applied building code provisions and are derived from
the given ground snow load. Calculated Roof Snow Load of 20 psf in Building Load Requirements section was overridden to a value of 25 psf
by User.
32. The following user-defined girt spacing exists:Left Endwall(LEW):2'-0";4'-0";6-0";8'-0";10'-0"; 12'-0";14'-0"; 16-0";18'-0";20'-0";Front
Sidewall(FSW):2'-0";4'-0";6-0";8'-0"; 10'-0";12'-0 14'-0";16-0";18'-0";Right Endwall (REM:2'-0 4'-0";6-0';8'-0";10'-0";12'-0"; 14'-0";
16-0%18'-0";20'-0";Back Sidewall(BSW):2'-0";4'-0";6-0";8'-0";10'-0"; 12'-0";14'-0"; 16-0"; 18'-0";20'-0"
33. The 16 x 8 roll-up door framed opening supplied on this project has been designed to support a total hanging dead weight of 1280#. In
addition,the framed opening has been designed to support wind load,normal to the door, based on standard building code criteria. The
framed opening has not been designed for any additional moment or catenary force from the door. Submittal of final door information may
result in an increase of the cost of this framed opening due to the need for additional material. The HCI Standard assumes that the drum will
attach to the jambs and require only one header per Roll-Up door framed opening unless noted otherwise in the Special User Notes section.
Added by Estimating
HCI's SCOPE OF WORK CONTAINS CERTAIN EXCLUSIONS,INCLUDING BUT NOT LIMITED TO:
1. Anchor Bolts
2. Anchor Bolt Embedment Design
3. Foundation Design
4. Insulation
5. All other items not specifically listed in this proposal
06/21/2018 Ridge Motorsports: Page 17 of 23
Il�lrlr rrrrrrrwrrr.
www hclsteelbu11dings.com
17833 59th Ave NE, Suite C Office: (360) 403.4900
Arlington, WA 98223 Contractor's License: HCISTSB864DE
E: _�140
c=:; P F =1 M
COMPOSITE FLOOR SYSTEM
Shea rset®Tool
Shearflex•Screw
The mezzanine included in this project will be designed as an Ecospan'�l Composite Floor System.
Ecospan' utilizes Shearflexl screws tofasten the deck to the joist and create composite action between
the concrete and thejoists.The installation of the EcospanO Composite Floor System requires the use of
the Shearset"Tool. Unless noted otherwise,Nucor Building Systems(NBS) has provided one Shearset*
tool with this order for every 5,000 screws.
Ecospan$Qualifications
• NBS assumes a construction live load of 20 psf.
• NBS assumes a concrete compressive strength of 3000 psi.
• NBS has designed the mezzanine joist system to support the collateral load after the mezzanine
deck and joist bridging are installed,the concrete slab is poured and has reached a compressive
strength equal to or greater than the concrete compressive strength noted in this document.
• The design of the concrete slab is by the Engineer of Record,not by NBS.
• Welded-wire reinforcing mesh (WWM)is not included in this order. Requirements for the reinforc-
ing steel for the mezzanine slab are the responsibility of the Engineer of Record(EOR), not NBS.
06/21/2018 Ridge Motorsports: Page 18 of 23
ROME MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT
FIRE MARSHAL
Mason County Bldg. III,
426 West Cedar Street, Shelton, WA 98584
www.co.mason.waus Shelton(360)427-9670 Belfair(360)275-4467 Elma (360)482-5269
August 20,2018
Fire Marshal Notes:
Permit:PAR2018-00027
Name:The Ridge Motor Sports
C/O Tracie Schmitt ILI
Phone:206-900-5370 COPY
Building Construction:Not given,possible TYPE II or III
Building Class:A-2,B
Square Footage:9680
Hydrants:No
• Fire Extinguishers installed and placed per 906.1. On Class ABC(2A:1 OBC)per 75'of travel.
• Install Key Access(Knox Box). Contact Fire District 16 for ordering information.
• Fire Access per Title 14 of Mason County Code.
• Paint and maintain Fire Lanes per approved plans. Fire Lanes shall be approved prior to final and
marked in 4"white letters"FIRE LANE NO PARKING"on a red background.
• Emergency Lighting required in all aisles,corridors,and exit access.
• Illuminated Exit Signs required on all exit doors.
• Any Exit Access over 49 people in assembly areas requires the use of panic hardware. Other locations
require lever action type hardware and all doors must swing in the directions of travel. Door may only
contain single action locking hardware. No deadbolts or slide bolts allowed.
• HVAC units over 2000cfm require duct smoke detectors.
• Propane tanks must be installed per NFPA 58 and protected with impact protection as outlined in
Chapter 5 of the IFC.
• Fire Alarm due to lack of Fire Flow in the area. Separate permit required. Must be an addressable
NFPA 72 Fire Alarm system.
• Occupancy must be separated into fire areas less than 5,999 square feet with no penetrations. The two
floors must be separated, and a code analysis completed by an licensed engineer showing that the
separation meets IBC 706.
• Hood and suppression system is required for the kitchen area. Separate permit.
• Provide exiting plan.
• This is not a complete review. Additional submission my alter the requirements.
Plan approval does not relieve the designer/contractor from complying with all applicable codes and
requirements as adopted by Mason County and the State of Washington, not does it abrogate the
requirements of the requirements of other authorities having jurisdiction.
Reviewed by:Jeromy HicksR t
MARSHAL