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PAR2018-00027 - PAR Letters / Memos - 8/20/2018
PRE-SUBMISSION MEETING FOR MONDAY AUGUST 20TH , 2018 PAR2018-00027 APPLICANT: JOE MANKE/RIDGE MOTOR SPORTS PARK i MEETING DATE AND TIME: AUGUST 20TH 11:15am/ 11:30am— 12:30pm PARCEL NUMBER: 42004-24-00000 i-*Zwo � q--Q t SITE ADDRESS: 1060 W EELLS HILL RD SHELTON PROJECT DESCRIPTION: NEW"PERFORMANCE CENTER"BUILDING OFFERS KART REGISTRATION, OPEN BANQUET SPACE.RESTROOMS LOCATED UPSTAIRS ANE,DOWNSTAIRS. RIDG$ DEBRIEFING OPEN SPACE FOR ROAD COARSE'TRACK DAYS ALONG WITH RIDGE CAFE. WE WOULD ALSO LIKE TO INCLUDE THE DISCUSSION OF A NEW SPECTATOR WALK OVER PATH/BRIDGE. LOCATION: 615 W Alder St Bldg 8 lower level conference room(Health Dept) PLANNER: Grace Miller Ext 360 PUBLIC HEALTH STAFF: Alex Paysse Ext 279 Orr�w 1 U G� U i eel e or e LEI LEI r y' y / e r / / i E / / j s 'Ali /// / a zcn X N C cn 0 r Q m N M f � m—a m �T D D X Z T 1 a / jj l / / )f� r 000 Y win WINN • obi? G i / O • MASON COUNTY COMA N ITY SERVICES Building,Planning,Environmental Health,Community Heafth a 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Phone:(360)427-9670 ext.352♦Fax:(360)427-7798 DATA I]C�E`I) AL 3 0 2018 PRE-APPLICATION CONFERENCE REQUEST FOR 615 W. Aider 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 require six(6) copies of detailed site plan(max. size 11"x17"). 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 meet ng. Please make check payable to: Mason County Treasurer Check amount: 15.00 Owner: Name: Joe Manke Mailing address: PO Box 2467, Shelton, WA 98584 Daytime Telephone: 360.427.7223 Email address: tracie@ricgemp.com Representative: Name: Tracle Schmitt Mailing address: PO Box 2467, Shelton, k1JA 98584 Daytime Telephone: 360.427.7223 Email address: tracie@ridgemp.co 1. Tax Parcel Number (12 digits): 420042400000 Site Address: 1060 W Eells Hill Rd, 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 1100 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 # Are there any historical stormwatC-r and/or geotechnical reports (prepared for previous development)? Please Indicate Yes X No 7 + 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 El If yes, how many?depends on events + What is the proposed source of water? (Please indicate): El Proposed Individual Well, X Existing individual well, EJ Proposed water system, El Existing Water System, Name of existing water system: ID#AD325J ODW project#1 5-0806 + What is the proposed source of sewage disposal? (Please indicate): 54 Existina onsite sewage system, 11 Proposed onsite sewage system, El Existing sewer connection, El Proposed sewer connection, Name of Sewer System connected to: + Will the project include signage? Yes X No El 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 r7l No X If, yes include on site plan. The following items must be included (attached): *Provide two sets of proposai/plans including a floor plan. Max. paper size 11" x 17". *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 thefiollowin- 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 s 4 i Lructures. Setback distance, in feet from all property lines and structures. Fvlj ,Existing and proposed road access to and from the site. F,7, Parking sites Location of on-site sewage tanks and drainfields. Location of drinking water supply. Include location on the proposed site and surrounding parcels. steep slope, wetlands, streams, and bodies of water Location of fire hydrants and emergency vehicle access roads, including grade. Surface and storm water run-off routes. 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). F-j' if'here are several buildings on the site and/or proposed, to label each one A, B, C, D, Show EXISTINt"-'i drainage features (infiltration ditches, retention ponds, etc). _]/'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 BUILDING CODES 2015 International Building Code/2015 International Residential Code 2015 International Fire Code-ANSI A 117 2015 International Mechanical Code—WAC 51-42 2015 Uniform Plumbing Code—WAC 51-56/51-47 2015 international Energy Code I Washington State Energy Code—WAC 51-1 1C &51-11,R Mason County Ordinance Title 14 &Code changes are on a 3 year cycle; effective in July of that particular year. Date of Conference: Time of Conference: Location of Conference: 415 N 6th Streets, Shelton WA Planner: ext. 3 - 50 - 17.04.610 RURAL TOURIST-CAMPGROUND (RTC) 17.04.611 Purpose. (See Section 17.02.047) 17.04.612 Uses Permitted. A. USES: Overnight lodging facilities,including RV park,and campgrounds; Golf course,retreat recreational activity facilities(such as water parks,biccle courses, centers,and commercial or non-profit and racquet court sports). B. ACCESSORY USES:Employee housing;motel and bed and breakfast;Marina- sales, service and storage;retail, gas, self storage,restaurant. C. SPECIAL PERMIT REQUIRED USES: Motorized commercial outdoor recreation;and rifle ranges. 17.04.613 Lot Requirements. A. Density and lot size.Dependent on subject property location. B. Lot width and depth.All lots shall have a minimum average width of not less than one-third of the. median length and a minimum width at any point of 50 feet;designate limited and safe accels(es)to roads. C. Front yard setback. 30 feet for buildings; 10 feet for signs. D. Side and rear yard setbacks. 15 feet for lots contiguous to lots oned commercial or industrial use; otherwise,25 feet. Buffer plantings required in the first 10 feet o this setback. 17.04.614 Building Regulations. A. Floor Area Ratio. 1: 20 in Rural areas,except for fire stations. B. Size. 5,000 sq. ft. maximum or reviewed by RV Park or Special Use Permit. C. Height. Two floors not to exceed 35 feet maximum except for agricultural buildings, cell towers, antennas,or water tanks, or as reviewed by Special Use Permit. 17.04.615 Signs. Signs are limited to: 1)a sign attached to the building with an area not to exceed 10 percent of the area of the building face, and 2)a detached sign with an area size not to exceed 10 percent of the building face, that is free-standing, and with a height maximum of 25 feet or height of building,whichever is less. Temporary signs permitted by section 17.05.025 are allowed. Signs prohibited by section 17.03.203 are not allowed. 17.04.616 Off-street parking. Off street parking(stall number and arrangement)shall be provided according with the provisions of the Mason County Parking Standards.For bed and breakfasts, 1 stall for each bedroom shall be provided. 17.04.617 Special Provisions. A. Application to RTC uses requires applicant to provide such information:Access to state and county roads;location and size of lot(s);land uses on adjacent properties;potential impacts to existing residential uses;how is proposed use related to recreational and tourist activities and/or to commercial_services to tourists and adjacent rural populations. B. RV parks shall comply with the following additional standards: 1. No recreational vehicle shall remain in the RV park for rental purposes or for a ti e period of more than 120 consecutive days and 180 days in a 360 day period(this standard applies to new occupants at existing mobile home and recreational vehicle parks,and to new mobile home and recreational vehicle parks). The RV park management shall maintain rental records identifying each RV and registered occupant and shall present them to the county on written request.Failure to maintain or to present these records on request shall be sufficient grounds to rescind the RV park permit. 2. The recreational vehicle shall be built on a chassis and self-propelled or permanently towable, and shall not be set up in a RV park as a permanent structure for limited use. C. Additional information, stated in Section 17.05.046, is required for special use pe its,to aid in analyzing the request,preparing necessary conditions, and providing consistency with dimensional and performance standards in these and other relevant county regulations. MASON COUNTY DEVELOPMENT REGULATIONS June 2,2009 iriwwlirwwllwr�rr 1xlieff v+►ww hcisfereibuiidings.com 17833 59th Ave NE,Suite C Office:(360)403.4900 Arlington,WA 98223 Contractor's License: HCtSTS8864DE BUILDING ORDER DOCUMENT Buyer P.O. (For Reference Only) 1) ORDER INFORMATION Project Name: Ridge Motorsports 44x100 Seller's Name: HCI Steel Buildings LLC Shipping/Jobsite: 1060 W Eells Hill Rd, Seller's Address: 17833 59 Ave NE suite C Shelton,WA 98684 Arlington,WA 98223 Jobsite County: Mason United States Seller's Contact Emily Vanderwielen Est.#of Trucks: 3 Contact Phone: (360)403-4900 Contact Fax: (360)403-4900 Building End Use:3A-Commercial retail stores 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: F7 Mail r7 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'-0" N/A 20'-0" 22'-9" 0.75:12", N/A RP RP Unless 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 HCI per HCl per HCl per HCI 'Numerical values indicate user specified purlin/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 www h*1*teelbuiisfings.cam 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 Enclosed 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 Main 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 L/90 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 wwlerwl�wrrll�llrwrrlrrrl� www.hcisteelbuitclings+gone 17833 59th Ave NE, Suite C Office:(360)403.4900 Arlington,WA 98223 Contractor's License:HCISTS8864DE MT 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 5(REW) Rigid Frame Clear Span(Non-Exp)- N/A 1 @44'-0" N/A Yes Yes 0'-0" 0'-0" N/A RCS Base Plate Elevations:Negative values are below finish floor(B.F.F.)and positive values are above finish floor(A.F.F.). 6) ROOF PANEL Building Roof Ext. Ext. Clip Type Roof Insulation Hand Endlap Ii Insulation Staggered Weather Name Panel Gauge Color (Not by HCI) Crimper Clamp lamp Pan Endlaps Tightness Type Designed for. Qty Qty Qty Warranty Main HCI 24 ga. TBS Determined Simple Saver 0 0 0 No No None CMS by HCl 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 detailed using flange brace clips,unless otherwise noted. Roof warranty options apply only to standard HCI Finishes.Refer to the HCI STEEL BUILDINGS Warranty Instruction Guide. HCI recommends tall clips for insulation thickness greater than 4" HCI 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): AB Lightstone (SP): LS Cypress Green(PVDF):CY Surrey Beige(PVDF): SU Brick Red(SP): BR Polar White(SP): PW Dark Bronze(PVDF): DB 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 Regal White(PVDF): RW 7) ROOF LINE TRIM FRONT SIDEWALL(FSN9 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 � I !Fad& to z4apl www heilet ibuitdhags.cons 17833 59th Ave NE,Suite C Office:(360)403.4900 aR Arlington,WA 98223 Contractor's License:HCISTSB864DE 7) ROOF LINE TRIM (CONTINUED) BACK SIDEWALL(BSW}TRIM INFORMATION Building Trim Texture Back Sidewall(BSW)Eave SSW 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) ENDWALL 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 HC1 Panel 26 ga. TBS Simple Saver TBS 25 Year(SP) Yes Yes System *Wall Insulation is not provided by HQ.Insulation prevents condensation,noise and damage due to wind.Due consideration must be given by the designer to these issues. Walls 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,HCl Wall Sheeting Erection Guide and the construction details.Improper storage or handling will diminish the life of the product and VOIDS ail 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 Cont? Main LEW 6-0" T-0" 1 Field T-0" Walkdoor 11'-01, Yes TBS Yes No Main LEW 16-0" 8'-0" 1 Factory 14'-0" Roll Up 0'-0" Yes TBS Yes No Main LEW 6-0" T-0" 1 Field 35'-0" Walkdoor 11'-0" Yes TBS Yes No Main LEW T-4" T-2" 1 Field 364" Walkdoor 0'-0" Yes TBS Yes No Sill Height is measured from the finish floor elevation.Cover trim(If selected)will match 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 wrrlwir I nr VWVV%% 3tste►lelballdings.comi 17833 59th Ave NE,Suite C Office: (360)403.4900 Arlington,WA 98223 Contractor's License,HCISTS8864DE - . 111TIMMINA.Mr. 10) FRAMED OPENINGS (CONTINUED) 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 FSW 6-0" 4'-0" 1 Field 9'-6" Window/ 14'-0" Yes TBS Yes No Louver Main FSW 6'-0" T-0" 1 Field 34'-6" Walkdoor 11'-0" Yes TBS Yes No Main FSW 16-0" T-0" 1 Factory 79'-6" Walkdoor 11'-0" Yes TBS Yes No Main FSW T-4" T-2" 1 Field 93'-0" Walkdoor 0'-0" Yes TBS Yes No Main REW 6'-0" 4'-0*' 1 Field T-0" Window/ 14'-0" Yes TBS Yes No Louver Main REW 6'-0" 4'-0" 1 Field 19'-0" Window/ 14'-0" Yes TBS Yes No Louver Main REW 6'-0" 4'-0" 1 Field 35'-0" Window/ 14'-0" Yes TBS Yes No Louver Main BSW 16-0" 8'-0" 1 Field 6'4" Roll Up 0'-0" Yes TBS Yes No Main BSW 6'-0" 4'-0" 1 Field 9'-6" Window/ 14'-0" Yes TBS Yes No Louver Main BSW 16'-0" 8'-0" 1 Field 25'-11" Roll Up 0'-0" Yes TBS Yes No Main BSW 6-0" 4'-0" 1 Field 34'-6" Window/ 14'-0" Yes TBS Yes No Louver Main BSW T-4" T-2" 1 Field 44'-5" Window/ 0'-0" Yes TBS Yes No Louver Main BSW 16'-0" 8'-0" 1 Field 53'-10" Roll Up 014" Yes TBS Yes No Main BSW 6-0" 4'-0" 1 Field 84'-6" Window/ 14'-0" Yes TBS Yes No Louver Sill Height is measured from the finish floor elevation.Cover trim(If selected)will match 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. PARTITION WALL FRAMED OPENINGS-None Required 11) WALL DELETIONS -NONE REQUIRED 12) BRACING OPTIONS Building Name Wall ID Bracing Type Clear Height User Specified Bay Bracing in Bay Ws Requested #'s Main LEW,REW None N/A No N/A Main FSW Wall X-Bracing N/A No 3 Main BSW Wall X-Bracing N/A No TBD Sketch must show locations for bracing on the sidewall bays and endwall bays. (13) WALL&CEILING LINER -NONE REQUIRED (14) PARTITION WALLS/DRAFT CURTAINS -NONE REQUIRED 06/21/2018 Ridge Motorsports: Page 6 of 23 III I � Iva, 40 pl www.heisteelbuildings.com 17833 59th Ave NE, Suite C Office: (360)403.4900 MR Arlington,WA 98223 Contractor's License: HCISTSB864DE (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'-01, Full Wall Length 0'-01, 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'-01, HCI Panel,26 ga.,TBS Main BSW Eave T-0" Full Wall Length 0'-01, HCI Panel,26 ga.,TBS C21) PARAPET WALLS -NONE REQUIRED 06/21/2018 Ridge Motorsports: Page 7 of 23 m a ze ff ice& vvww.hci*te+�ibuiidirrgs.core� 17833 59th Ave NE, Suite C Office:(360)403.4900 Arlington,WA 98223 Contractor's License: HCIS'TS8864DE • M . . : .. ME 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" H I I H MEZZAN H H NE ID— H H W FROND 81DElA►ALL STEEL S1,ART LENGTH 7 LIFE L= Mezzanine Material Types(Not by HCI): r Standard Weight Concrete F. Light Weight Concrete r Extruded-Mesh or Diamond-Plate Steel r-- Plywood r,7. Other Mezzanine Floor Use (Occupancy Classification) r Storage N7 Office F Retail Store r—, Manufacturing F Classroom fir- Theater Floor Openings(Dimensions shown should be inside clear dimensions)(H x W @ Ibs) Materials Provided By HCI STEEL BUILDINGS r7' Designed For Load Provisions Only W. Auxiliary Support r Support Beams r Edge Angle/Pour Stop Deck Type: Per HCI Bar Deck Attachment- Self-Drilling Screw: Deck Finish: Gray Primer Joist and BridgingP Bolted Joists F, Welded Joists r 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" woacwu. (C)Minimum Required Clearance Under Floor Beams: TBD 9'-0" VAMRwaswaw a a (D)Minimum Required Clearance Under Frame: TBD 6'-1" —t E (E)Edge of Slab/Deck Setback from Steel Line: TBD TBD (F)Clearance Under Frame: TBD 17'-1" LL < Mezzanine Joist Spacing: TBD 4'-0" m Joist Seat Depth: TBD U-2 1/2" ZL FN18Fa� BOOR Joist Primer Color GP 06/21/2018 Ridge Motorsports: Page 8 of 23 www.haistoolbuildings.com 17833 59th Ave NE,Suite C Office.(360)403.4900 RaiArlington, WA 98223 Contractor's License:.HCISTSES64DE 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 -4'4" H I I H ID— FH z FRONT SIDEWALL STEEL START LE74M I!& "Al Mezzanine Material Types(Not by HCI): r Standard Weight Concrete r Light Weight Concrete Extruded-Mesh or Diamond-Plate Steel Plywood r,.7 Other Mezzanine Floor Use (Occupancy Classification) r Storage V Office r Retail Store 17, Manufacturing Classroom F Theater Floor Openings(Dimensions shown should be inside clear dimensions) (H x W @ lbs) Materials Provided By HCI STEEL BUILDINGS: Designed For Load Provisions Only Pe Auxiliary Support 17 Support Beams r7 Edge Angle/Pour Stop Deck Type: Per HCI Bar Deck Attachment: Self-Drilling Screw: Deck Finish: Gray Primer Joist and Bridgingf Bolted Joists Welded Joists R Bolted Bridging r- 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" a=RALT (C)Minimum Required Clearance Under Floor Beams: TBD 9'-0" Mwe�uaa� as o (D)Minimum Required Clearance Under Frame: TBD 6-1" (E)Edge of Slab/Deck Setback from Steel Line: TBD TBD a (F)Clearance Under Frame: TBD 1T-1" < Mezzanine Joist Spacing: TBD 4'-0" sa Joist Seat Depth: TBD U-2 1/2" FLOOR Joist Primer Color GP 06/21/2018 Ridge Motorsports: Page 9 of 23 rwr v~w hcisteselbuildinSs.com f 17833 59th Ave NE, Suite C Office:(360)403.4900 Arlington, WA 98223 Contractor's License: HCISTSE864DE 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: 0'-4" Start Location from LEW -4'-0" Start Location from FSW 32'-0" H H MEZZ4PIINE ID— w FRONT SIDfi1NALL 7 STEEL START LENGTH LINE LOC. Mezzanine Material Types(Not by HCI): j ; Standard Weight Concrete r Light Weight Concrete r, Extruded-Mesh or Diamond-Plate Steel F Plywood r Other Mezzanine Floor Use (Occupancy Classification) r Storage � Office d Retail Store Manufacturing r Classroom F Theater Floor Openings(Dimensions shown should be inside clear dimensions) (H x W CED Ibs) Materials Provided By HCI STEEL BUILDINGS: Designed For Load Provisions Only P0 Auxiliary Support P Support Beams P7 Edge Angle/Pour Stop Deck Type: Per HCl Bar Deck Attachment: Self-Drilling Screw: Deck Finish: Gray Primer Joist and Bridgingi7e Bolted Joists 1,7 Welded Joists f— Bolted Bridging r. 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'-01, 9'-01, RAL ow (C)Minimum Required Clearance Under Floor Beams: TBD 9'-0" ruaaw e (D)Minimum Required Clearance Under Frame: TBD 6'-1" —f E (E)Edge of Slab/Deck Setback from Steel Line: TBD TBD (F)Clearance Under Frame: TBD 17'-1" 7 U. Mezzanine Joist Spacing: TBD 4'-0" m FV118F1B! Joist Seat Depth: TBD 0'-2 1/2" FLOOR Joist Primer Color GP 06/21/2018 Ridge Motorsports: Page 10 of 23 I�I�M�AW�II�Yf�tillli'Ai I I f yyyyygy vvww hc1steel buildingss.com 17833 59th Ave WE,Suite C Officer(360)403.4900 •.t Arlington,WA 98223 Contractor's License: HaSTS8864DE r 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 12'-0" H I I H H H MEZZANINE ID. H H FRONT SIDEWALL STEEL l ST. LEND iF, UNE LOa Mezzanine Material Types(Not by HCI): f— Standard Weight Concrete F, Light Weight Concrete Extruded-Mesh or Diamond-Plate Steel r Plywood r Other Mezzanine Floor Use (Occupancy Classification) Storage rV Office r, Retail Store F Manufacturing F Classroom Theater Floor Openings(Dimensions shown should be inside clear dimensions)(H x W C@ Ibs) Materials Provided By HCI STEEL BUILDINGS: r Designed For Load Provisions Only W Auxiliary Support Support Beams r Edge Angle/Pour Stop Deck Type: Per HCI Bar Deck Attachment: Self-Drilling Screw; Deck Finish: Gray Primer Joist and Bridgingf—v' 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'-0" rr (B)Minimum Required Clearance Under Joist: 9'-0" 9'-0" wLL (C)Minimum Required Clearance Under Floor Beams: TBD 9'-0. R�weauaar onax o (D)Minimum Required Clearance Under Frame: TBD 6-1" —t e (E)Edge of Slab/Deck Setback from Steel Line: TBD TBD (F)Clearance Under Frame: TBD 1T-l" LL < Mezzanine Joist Spacing: TBD 4'-0" m F�1181� Joist Seat Depth: TBD 0'-2 1/2" FLOOR Joist Primer Color GP 06/21/2018 Ridge Motorsports: Page 11 of 23 �rtrrrrrrt�rrNwwr�rr.rrNrrr�rrr� lf e vvwvv haisteelbuitdings.com 17833 59th Ave NE,Suite Cliffice. (360)403,4900 Arlington,WA 98223 Contractor's License: HaSTS8864DE 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 -12'-0" H I I H H H MEZZANINE ID_ H H Ig H I d H BJ w FRONT SIDEWALL den= - .1 START i LENGTH 7 LINE LOC. Mezzanine Material Types(Not by HCI): P Standard Weight Concrete r Light Weight Concrete r Extruded-Mesh or Diamond-Plate Steel Plywood ( Other Mezzanine Floor Use (Occupancy Classification) r Storage r7 Office 17 Retail Store 1.7' Manufacturing F Classroom F Theater Floor Openings(Dimensions shown should be inside clear dimensions) (H x W @ lbs) Materials Provided By HCI STEEL BUILDINGS: Designed For Load Provisions Only P Auxiliary Support r 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 17' Welded Joists W Bolted Bridging r— Welded Bridging Applicable Sidewall Details and Requested Dimensions Dimensional Data Requested Provided (A)Finished Floor to Top of Mezzanine: 11'-01, 11'-01, (B)Minimum Required Clearance Under Joist: 9'-01, 9'-0" (C)Minimum Required Clearance Under Floor Beams: TBD 9'-0.1 nwaeuaa� a (D)Minimum Required Clearance Under Frame: TBD 6'-V —t E (E)Edge of Slab/Deck Setback from Steel Line: TBD TBD (F)Clearance Under Frame: TBD 1 T-1" LL < Mezzanine Joist Spacing: TBD 4'-0" m Joist Seat Depth: TBD 0'-2 1/2" FNWHED I—! q Joist Primer Color GP 06/21/2018 Ridge Motorsports: Page 12 of 23 fl � �flE • www hcisteelbuildings.conn 17833 59th Ave NE, Suite C Office:(360)403.4900 Arlington,WA 98223 Contractor's License: HaSTS8864DE 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): 1 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'-0" H I I H H H MEZZANINE ID— H H w FRONT 81D61NALL 7 = 37'EJ3.� l3TART � LE1Ki111 LINE LOC. Mezzanine Material Types(Not by HCI): r Standard Weight Concrete r- Light Weight Concrete F Extruded-Mesh or Diamond-Plate Steel r Plywood r.7. Other Mezzanine Floor Use (Occupancy Classification) 17, Storage r Office r Retail Store 17 Manufacturing r Classroom r- 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 P7 Auxiliary Support f%7. Support Beams P Edge Angle/Pour Stop Deck Type: Per HCI Bar Deck Attachment: Self-Drilling Screw: Deck Finish: Gray Primer Joist and Bridging _ Bolted Joists r-' Welded Joists P Bolted Bridging F Welded Bridging Applicable Sidewall Details and Requested Dimensions Dimensional Data Requested Provided (A)Finished Floor to Top of Mezzanine: 11'-01, 11'-01, (B)Minimum Required Clearance Under Joist: 9'-01, 9'-01, wcaewu (C)Minimum Required Clearance Under Floor Beams: TBD 9'-0" PLAMMao d„ M c (D)Minimum Required Clearance Under Frame: TBD 6-1" aatarMaa E -t (E)Edge of Slab/Deck Setback from Steel Line: TBD TBD (F)Clearance Under Frame: TBD 17'-V LL < Mezzanine Joist Spacing: TBD 4'-0" FIGSHED m Joist Seat Depth: TBD 0'-2 1/2" FLOOR Joist Primer Color GP 06/21/2018 Ridge Motorsports: Page 13 of 23 vvvvvv hC1Steelbuildln�s.aom 17833 59th Ave NE, Suite C Office:(360)403.4900 Arlington,WA 98223 Contractor's License: HCISTSB864DE MIMV 22) MEZZANINES (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): 1 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 H H MEZZANINE ID— H H tu FRONT SIDE IVALL 7 S Ea 1 START LEPIM UM W.U. Mezzanine Material Types(Not by HCI): Standard Weight Concrete r7, Light Weight Concrete Extruded-Mesh or Diamond-Plate Steel Plywood r Other Mezzanine Floor Use (Occupancy Classification) Storage f7 Office Retail Store 9 Manufacturing Classroom r Theater Floor Openings(Dimensions shown should be inside clear dimensions) (H x W C@ Ibs) Materials Provided By HCI STEEL BUILDINGS: r Designed For Load Provisions Only r Auxiliary Support P Support Beams r,47 Edge Angle/Pour Stop Deck Type: Per HCI Bar Deck Attachment: Self-Drilling Screw: Deck Finish: Gray Primer Joist and Bridgingfy Bolted Joists 1.7 Welded Joists P Bolted Bridging r Welded Bridging Applicable Sidewall Details and Requested Dimensions Dimensional Data Requested Provided (A)Finished Floor to Top of Mezzanine: 11'-0" 11'-0" Ll I (B)Minimum Required Clearance Under Joist: 9'-0" 9'-0" (C)Minimum Required Clearance Under Floor Beams: TBD 9'-0" o (D)Minimum Required Clearance Under Frame: TBD 6'-1" —1 E (E)Edge of Slab/Deck Setback from Steel Line: TBD TBD (F)Clearance Under Frame: TBD 17'-1" LL < Mezzanine Joist Spacing: TBD 4'-0" m Joist Seat Depth: TBD 0'-2 1/2" Fib FLOW Joist Primer Color GP 23) CRAN%Z11J"E REQUIRED Ridge Motorsports: Page 14 of 23 e vvvvw hC1Steelbu11dfngs.com 17833 59th Ave NE, Suite C Office:(360)403.4900 Arlington,WA 98223 Contractor's License:. HCISTS6864DE (24) JIB CRANES - NONE REQUIRED C25) 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.HCl 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 50 year reoccurrence loading. The Vertical Serviceability limits reported are checked using Collateral + Live/Snow Loads. 2. For Occupancy Category I or II 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. The jobsite 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,pipe jacks,and VR 16 II 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 I��wr Ito www t�cistoeibuildings.com :4. 17833 59th Aare NE,Suite C Office:(360)403.4900 Arlington, WA 98223 Contractor's License: HaSTSB864DE . •,. . , . .• mt • • «.•.. ... 11012 28) EQUOTE QUALIFICATIONS (CONTINUED) Project-wide S. There are three options available to the buyer for the installation of HCI's CMST/VR16 IITm roof systems:1)"HCI Roll Lock"-(No electric seaming required,standard hand crimping only) 2)"HCI Vise Lock" 6 (Single pass with one HCI electric seamer or continuous hand-crimping in edge/corner zones) 3)"HCI Vise Lock 360" ® (Single pass with HCI Vise Lock(b seamer and single pass with HCI Vise Lock 360®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 llT 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 CMST/VR16 11—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 the joists unless specifically noted otherwise. S. 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 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 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 Hof 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. HCI 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§k2Ng418 Ridge Motorsports: Page 16 of 23 _.. u�r��wilwrr�rin+rwY�rur lid �`II e www hciste elbuildings.corn 17833 59th Ave NE,Suite C Office: (360)403.4900 Arlington,WA 98223 Contractor's License:HCISTS8864DE 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. HCl 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 mezzaninejoists 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(REW):2'-0";4'-0";6-0";8'-0';10'-0";12'-0";14'-0"; 16'-0";18'-0";20'-O';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 thejambs 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 S. All other items not specifically listed in this proposal 06/21/2018 Ridge Motorsports: Page 17 of 23 Yliliil( Ylili�i�YWIIIIWWIfifWWlri�M� -N i f�� vvwvw.h c isteetbu 11d'eng s.carn v 17833 59th Ave NE, Suite C Office: (360)403.4900 Arlington, WA 98223 Contractor's License: HCISTSB864DE Y C E3 � F�4 r COMPOSITE FLOOR SYSTEM Shea rsetO Too] Shearflex'�Screw The mezzanine included in this project will be designed as an Ecospanl�l Composite Floor System. Ecospan* utilizes Shearflex"screws to fasten the deck to the joist and create composite action between the concrete and the joists.The installation of the Ecospan•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. EcospanO 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 _. ____ r I MIIT� ff PY z , f� �iny3a y' y v5��? Yam' "D > a i i ti9 LO t a P' n �t z aft• ~�,� f"s�'»G�, N • '� �3 LEA. . x A �M 5 i b fM A F / ((( n .R r z r, � Y r / / e r r , r Y, ni G (1t` r` x L Yi 1 a s SAS < Y.I N �f q h / y Y kt /s r 3`Y MINI 36 vG,.Y,G ue/ pq,, �N f d � y .. h l�liYi m s �I O co Q Q a f- Lu �Q� O LLJ > m� N fY Ln Z O D Q O J Q ry J O 1 O LL Q J Z O ~ U W '. o w z w O z w w L U z O U_ w o 6UU9180 LU w a w N J w 7 w J 0 LU w J O O a, X Q 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, I 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 w3 1R 8 � M1k ,M9 i w F d � �� �' 6>. '" ,X" '4k✓+ s Syr/� vZt i k go Ems 0 WON i WS, its a� vs' � 7!y%/�/>%„ /� ' ��� �����4u�If��11�����,i1�Il�•� iil� 3 t Y 4 gi"Y q� ay J 2 5 � s � xx a ut � r MIN AN r ` Y ' x s � � r � r f Y ON s�7`. PAGE 22 OF 22 STEEL LINE 44'-0" STEEL LINE m m m 12'-0" 20'-0" 12'-0" X A m A 0 m N N m m n m r z Z r m 6'x7' z r en m r_ z 15'-0" RAKE EXT. 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REMONS Issued:September13,2016 Ridge Motorsports Park HCI STEEL BUILDINGS,Ll.� I �",• DATE! 44X100 Single Slope with M+e z �as33 s9th Ave NE,suite C I 1 _ z Arlington,WA 98223 Shelton,WA 98584 � 360.4014900 "` #HCIST5B8 DE 36 0.427.7223 r I ri M .c "swift to L'acr" „ poaElrMOFHasre�sulldlrvcs,uc NO' FOR CONSTRUCTION 1 111177 Ridge Motorsports Park HCi STEEL BUILDINGS,LLC REVISIONS Issued:September L3,�U16 'O DATE, 44x100 Single Slope with Mezz 17833 59tn Ave NE,suite c E 1 Arlington,WA 98223 � � - - Shelton,WA 98584 © 360.403.4900 - #HCISTSB864DE ' 360.427.7223 � n tracie rid em .com 's:uEt�,1�aat" PROPERTY OF HO STEEL BUILDINGS,LLC NOT FOR.CONSTRUCTION 7 S —n O C7 OJ D O (D o STEEL LINE 44'-0" STEEL LINE 0 0 12'-0" 20'-0" 12'-0" co CA Cf) 3 m m ma m m r r- 0 O r r U Z Z CD fTl m o O O O O O LEW m N N N Ui Ul � IV I 0 0 0 m a 0 �D ---------------------------------- f � O O N N UT UT I IV 0 0 o � o o - - ROOF SLOPE - - o —0 I I I 0.75:12 z I I I I I N II N c-r V � I- I I- fl O II O I I II II II II +� --------------------------------- P O N N UT UI I IV 0 0 REW All 0 —0 m m m m r r r r z z m 12'-0" 20'-0" 12'-0" m STEEL LINE 44'-0" STEEL LINE U C7 O� D I... . —1 Ridge Moto�rsportps Park H I STEEL BUILDINGS,PLC xons I „ea.soPcomper s3,so� 'a 44x100 Single Slope with MezzAve NE,Suite C 360.on,W 9 Arlington,WA 98223 y` Shelton,WA 485$�t 5 a 360.403.4900 - #HCISTSB&64DE E s tracie@ridgemp.com "&&ry.Craar" PROPERTY OF HCI STEEL BUILDINGS,LLC NOT FOR.CONSTRUCTION Q Q Q Q STEEL LINE 44'-0" STEEL LINE 12'-0" 20'-0" 12'-0" U Ln Ul (JI U cn U cn T T -I c:I 5'-Q" RME EX". m LEW N) Vi D � i i N 7' N) �;a (-) Ui 0 1l i i I 0 c� c� 0 0 m 0 -0 (D- 100 I �� x Cli O 10 1 c� REr m m m m z m m 12'-0" 20'-0" 12 —0 STEEL LINE 44'-0" STEEL LINE Ridge Motorsports Park }ICI STEEL BUILDINGS,LLC �t 44x100 Single Slope with Mezz 17833 59th Ave NE,Suite C Arlington,WA 98223 Shelton,WA 98584 360.403.4900 - #HCISTS6864DE 360.427.7223 tracie@ridgemp.com PROPERTY OF HC1 STEEL BUILDINGS,LLC NOT FOR CONSTRUCTION D_ z r z 22'-9" N N N N N N N N N N N 0c 00000000 D N i D C0 2 AII 0 o N I Z O 0 o O o Z c� 2 0 I fTl -P' c, N) - o O IV IV I- IV o �1 ooCD -4 = �7 D NNNNNNNNNN fTl O O O O O O O 0 0 0 O J J 00 rz -0 Fri 20'-0" o c oCi N z c� cn c� L _ r rrl 0 o O 0000r�T I— _ F9 � r- - n D Z7 ITI W+n#M a SOp&mbe 13291& v Ridge Motorsports Park HCI STEEL BUILDINGS,LLC 1 °" " I ° 17833 59th Ave NE,Suite C 44x100 Single Slope with Mezz ,� .... .... W Arlington,WA 98223 - Shelton,WA 98584 5 360.427.7223 350.403.4900 - �#HCI5TSB864DE atQt iEa l PICI �LTT .COI'fl .�Q.o#p PROPERTY Of HCI STEEL BUILDINGS,LLC BGIe NOT ►O FOR A CONSTRUCTION 20'-0" NNNNNNNNNN � 0000000000 D z � 40 z I I I I N c I O M CD I I I N I I I I F— Ui Q Q fTl I I N � I _ I 0 Z � o 0 l y D o � I F- - I Z N CD M Cil I I o a w -P (I N) p I 401 I I I I V 1 1- o -Tl AI A 0 0 0 = ;;p D I � N 71 cyl 0 CD O Q 0 0 m 1 1 1 1 O� Z 1, 0 0 0 = I 4'-6» I � LA r fTI c r 0 I I I I = C O O O O r' F- NNNNNNNNNN : � F7 0000000000 w _ _ -T1 r s r D O 20 -0 mr*im0ny a o o 0 70 M < o REVISION Issued.September 13,2016 Ridge Motorsports Park MCI STEEL BUIILDINGSs u.0 $ �'. 0 "�� 0 44x100 Single Slope with Mezz 17s33 s9tn Ave NE,Suite c z Arlington,WA 98223 3 Shelton,WA 98584 (� 360.403.4900 - #HCISTSB864DE ° 360.427.7223 s traeie rid em .com "Fw&to r" PROPERTY OF RI EEL BUILDINGS,LLC NOT FOR..CONSTRUCTION I D � Z r Z 20'-0" 40 N N N N N N N N N N 0000000000 040 N � � w I F- 0 D � I 0 � I � 0 I V I D O 0 I m I Cn N I 0 rn rn I 1- 0 -TI D o 0 0 = > K rn O N N N N N N N N N N N 0 V 4� -P, - m 0 0 0 0 0 0 0 0 0 0 60 I I 0 0 o T Z -+ Z 22'-9" I) 0 cn = 0 0 0 r = fTl r rI O m m M D 0 0 o m 0 Rmslm tswed:Septembe 13,2016 v Ridge Motorsports Park MCI STEEL BUILDINGS,LLC DATE —I ° 44x100 Single Slope with Metz 17833 59th Ave NE,Suite C 1 z - Arlington,WA 9823 ; s Shelton,WA 98584 4 4 36 Q 360.403.4900 #HCISTSB864DE 0.427.7223 s ra�ie ride em .eom PROPERTY OF HCI STEEL BUILDINGS,LlC NOT FOR CONSTRUCTION O STR tCTION 22)—g)) 0000000000cEJ v z z z U - -- - -- 7 I I I I I I N co i 1 , Q i i li I O 1 I � I All " I I I I I 1 I I I I I I 1 I I I I I I I I I i I I I I I I I i 1 I I I I I I I I I I I I I I I I I I I I I I I � I , 1 N CU m n III D o w I I I 1 O I I z o i O ' II r I I I I I I I I I I Z CD I m I I , I I I V Cn U1 -r- Cr' IV All I I I I I N I rn_ c_ al; rn � � I I I' I` 1" Q -9 C ID 1 0 ? _ � 00D I N Co C � I w 1 O O .p -P, -0 0 Co 00 -,J -U f` I` I` I I` m Q O O O O or,, = — ' 1 I —' - - -- - C) (11 = r p O O © GQ r mo = C NNNNNNNN N N o 0 0 0 C 0 o m r = m O(0000000 c0 I 2 2)—9)) m TI TI T TI TI TI 0 mmr*� MMFr mD rrrrrrr _.I oaa000ar,-, ]s oss IIMea:sarxm6er13 2016 t) Ridge MotorSportS Park HCI STEEL BUILDINGS,LLC °AM —1 ° 44x100 Single Slope with Mezz 17833 sit Ave N�,Suite- - z Arlington,WA 98223 - - . Shelton, A $4 360.403.4900 - #HCISTSB864DE s a � -: 350.427.722�, s ri a om _ «�cr �aarl NOT FOR CONSTRUCTION PROPERTY OF HCI STEELifft WINGS,LLC Q Q Q Q STEEL LINE 44'-0" STEEL LINE 12'- 20'-0" 12'-0" C/) m m m m r- r- F- r- 71 z m a J. �m-0 LEW 0 C ID -T1 K c 0Cf) > F- 0 F- REW T T —0 C/) m m m m 12'-0" 20 1011 12'-0" m T STEEL LINE 44'-0" STEEL LINE REMOM t—d:Sepomber 13,"16 v Ridge Motorsports Park HCI STEEL BUILDINGS,LLC 1.11 DAM, 0 17833 59th Ave NE,Suite C ..........I 44x100 Single Slope with mezz : 2 Arlington,WA 98223 ----------- ----------- Shelton,WA 98584 3160.403.4900 - #HCISTSB864DE ................ 360,427.7223 tracie0ridgemp.com PROPERTY OF HCI STEEL BUILDINGS,LLC NOT FOR..CONSTRUCTION a D 44'-0" 44'-0" I i I I I I I U = I P-1 o o 0 0 M O O o 0 I I I I I O O Ori O z � I _ c- I z I I I 44'-0" 44'-0" 0 D Ridge Motorsports Park HCI STEEL BUILDINGS LLC REV5ION5 Issued:September ld,2016 � F ,- DATE 44x100 Single Slope with Mezz 17$33 591h Ave NE,suite z — — Arlington,WA98223 Shelton,WA 98584 s 360.403.4900 - #HCISTSB864DE s a' 360.427.7223 I s tracie ri em .com su1tY ��t" PROPEMOFHCISTEELBuaDINGS,LLC - NOT FOR CONSTRUCTION x - Z'ZO 133HS 33S 3N dHo.Ltl1Y € r o � o^ ' � fez• ���/ram ,� { 2 W Q Q „ } .... .. 0. u S W J 1 M; On o d N Y QQ g8g 0 0 Q t w M bli bd U a Qa p I d 1 w ' , I i dP'.., Lid I in r O Z Q [ , 1I i Ri 1 1 o m c I 00 � 1 a vi U