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Home My WebLink About4115 E SR 46 TrailerD CITY OF SANFORD JAN 0 5 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 5,000 Job Address: 4115 E SR 46 Historic District: Yes No N Parcel ID: 03-20-31-300-003C-0000 Zoning: GC-2 Description of Work: Installation of temporary mobile sales office and restroom during remodel. Plan Review Contact Person: Bryan Potts, P.E. Title: Civil Engineer Phone: (407)982-9878 Fax: (407)208-1425 E-mail: bpotts@tannathdesign.com Property Owner Information Name RaceTrac Petroleum Street: 3225 Cumberland Blvd, Suite 100 City, State Zip: Atlanta, GA 30339 Phone: (770)431-7600 Resident of property? : No Coritractorrinformationr t, Name 76 u_ ! & 4rt/ Co. S 7h,vG7on,S vG Phone: y % ' S— (o 5i7.3 o yo - C017 7,S 9 7Street: oC (/ir/G¢i D R A+D l Fax: City, State Zip: Q L o FL 3/% State License No.: CGC 0 1510 y6.2 Name: TBD i Street: i City, St, Zip: Bonding Company: Address: Building Permit Square Footage: 320 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical 4,(,,, 7- K"'('"e- New Service — No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: 1 Plumbing New Construction - No. of Fixtures: of Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 V Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must lire secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: nature of Contractor/Agent Date Print Contractor/Agent's Name Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: / — /a —/ Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 D u6' I'Ly CITY OF SANFORD I JAN 0 5 2016 -1 BUILDING & FIRE PREVENTION i PERMIT APPLICATION Application No: 90 Documented Construction Value: $ 5,000 Job Address: 4115 E SR 46 Historic District: Yes No Parcel ID: 03-20-31-300-003C-0000 Zoning: GC-2 Description of Work: Installation of temporary mobile sales office and restroom during remodel. Plan Review Contact Person: Bryan Potts, P.E. Title: Civil Engineer Phone: (407)982-9878 Fax: (407)208-1425 E-mail: bpotts@tannathdesign.com Property Owner Information Name RaceTrac Petroleum Phone: (770)431-7600 Street: 3225 Cumberland Blvd, Suite 100 Resident of property?: No Lj• City, State Zip: Atlanta, GA 30339 Contractor Information Name TBD Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: TBD Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Square Footage: 320 Construction Type: No. of Dwelling Units: Flood Zone: No. of Stories: 1 Electrical Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date -(Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 D Z _ I CITY OF SANFORD JAN 0 5 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No- Documented Construction Value: $ 5,000 Job Address: 4115 E SR 46 Historic District: Yes No N Parcel ED: 03-20-31-300-003C-0000 Zoning: GC-2 Description of Work: Installation of temporary mobile sales office and restroom during remodel. Plan Review Contact Person: Bryan Potts, P.E. Title: Civil Engineer Phone: (407)982-9878 Fax: (407)208-1425 E-mail: bpotts@tannathdesign.com Property Owner Information ' Name RaceTrac Petroleum Phone: (770)431-7600 Street: 3225 Cumberland Blvd, Suite 100 Resident of property?: No City, State Zip: Atlanta, GA 30339 Name TBD Street: City, State Zip: Name: TBD Street: City, St, Zip: Contractor Information Phone: Fax: State License No.: _ Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: ` Address: PERMIT INFORMATION Building Permit Square Footage: 320 Construction Type: No. of Stories: 1 No. of Dwelling Units: Flood Zone: Electrical Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 f Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Signature of Contractor/Agent 1 Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Knowti to Me or Produced ID Type of ID 6'Zo` APPROVALS: ZONING: "t L UTILITIES: ENGINEERING: WTt. 6-' FIRE: Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: COMMENTS: YEw1Po2ARY TAc.l.1TEs rKusT tic f2E 1ovED W 1 F-I I ti 1`5 AFTtM SsuE 61: CO1c C P02 S%ALr>tNv FZt MOP c'L. Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 CITY OF SANFORD Application No: I & — / CIO Job Address: 4115 E SR 46 Parcel ID: 03-20-31-300-003C-0000 Zoning: GC-2 Description of Work: Installation of temporary mobile sales office and restroom during remodel. JAN 0 5 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ 5,000 Historic District: Yes No N Plan Review Contact Person: Bryan Potts, P.E. Title: Civil Engineer Phone: (407)982-9878 Fax: (407)208-1425 E-mail: bpotts@tannathdesign.com Property Owner Information Name RaceTrac Petroleum Phone: (770)431-7600 Street: 3225 Cumberland Blvd, Suite 100 Resident of property?: No City, State Zip: Atlanta, GA 30339 Contractor Information — Name TBD Phone: Street: City, State Zip: Name: TBD Street: City, St, Zip: Bonding Company: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: , Address: Building Permit Square Footage: 320 No. of Dwelling Units: PERMIT INFORMATION Construction Type: Flood Zone: No. of Stories: 1 Electrical Plumbing + New Service — No. of AMPS: - . New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 f I i Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the , plan review fee based on past permit activity levels. Should calculated charges exceed the documented I construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: STE WATER: FIRE: ` 'l BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 DATE: ) - (p l fo CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407-688-5052 FAX: 407-688-5051 PERMIT #: 1 L -- Ia 0 BUSINESS/PROJECT NAME: A C r ,_ f ADDRESS: L, cqo 7) CONTACT NAME: 2 P; PLAN REVIEW INFORMATION Construction C/O Fire Alarm Fire Sprinkler Hood Tank Paint Booth 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO s 106 TOTAL FEES: 1. of JAN 0 6 2016 BY: Job Address: 4115 SR46 Sanford FL CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16-0190 Documented Construction Value: $ 5,000 Historic District: Yes No Parcel ID:.03-20-31-300-003C-0000 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Install temporary mobile units for sales and restrooms on site during the remodel of the existing convenience store. Plan Review Contact Person: Bryan Potts, P.E. Phone: (407)982-9878 Fax: (407)208-1425 Name RaceTrac Petroleum Inc. Street: 3225 Cumberland Blvd. City, State Zip: Atlanta, GA 30339 Name TBD Street: City, State Zip: Name: Bryan Potts, P.E. Street: 2494 Rose Spring Dr. City, St, Zip: Orlando, FL 32825 Bonding Company: Address: Title: Engineer Email: bpotts@tannathdesign.com Property Owner Information Phone: (770)431-7600 Resident of property? : Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: (407)982-9878 Fax: (407)208-1425 No E-mail: bpotts@tannathdesign.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Pertmt Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date i Owner/Agent is Personally Known to Me or Produced ID Type of ID V ls Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Flonda Date il Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Gas[] Roof Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: /— —/ 0 Revised: June 30, 2015 Permit Application D IN CITY OF SANFORD JAN 0 5 2016 i BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: W CIO Documented Construction Value: $ 5,000 Job Address: 4115 E SR 46 Historic District: Yes No ®; Parcel ID: 03-20-31-300-003C-0000 Zoning: GC-2 Description of Work: Installation of temporary mobile sales office and restroom during remodel. Plan Review Contact Person: Bryan Potts, P.E. Title: Civil Engineer Phone: (407)982-9878 Fax: (407)208-1425 E-mail: bpotts@tannathdesign.com Property Owner Information Name RaceTrac Petroleum Phone: (770)431-7600 Street: 3225 Cumberland Blvd, Suite 100 Resident of property? : No I ' City, State Zip: Atlanta, GA 30339 Name TBD Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: TBD j Phone: Street: I 1 Fax: City, St, Zip: E-mail: i Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: 320 Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: 1 Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: "PAY-P Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: FIRE: _ WASTE WATER: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 73 1.13 5(5)(6) Florida Statutes. REV 07.14 Y T. R. ARNOLD & ASSOCIATES, INC. an employee omxd comprory third party inspection agency To Whom It May Concern: RE: Accessible Facilities in UltraLav Toilet Trailers 700 E. BEARDSLEY AVENUE • P.O. BOX 1081 •ELKHART, IN 46515 574) 264-0745 • FAX: (574) 264-0740 • www.trarnold.com PERMIT # JAN 0 5 2016 October 24, 2014 BY: + T.R. Arnold & Associates, Inc. has reviewed plans and specification and conducted inspections in a representative sample toilet trailer model WC20-2X-ADA. The trailers are manufactured by U1traLav Mobile Restroom Trailers Division of Universal Trailer Cargo Group. Our agency found them to be in compliance with the following standards: o International Code Council Standard [CC Al 17.1-2009 —Accessible and Usable Building and Facilities. o Americans with Disabilities Act Accessibility Guidelines (ADAAG) — 2010 Edition. The toilet trailer models which are found to be in compliance are the following models: o WC12-ADA.~ o WC20-2X-ADA. o WC201ADA-2. o WC201-ADA-4. o WC6221-ADA-3. Please contact me if you have any questions. Sincerely, 4A4'e- Jeffrey R. Walton, Jr., P.E. T.R. Arnold & Associates, Inc. Senior Associate INSPECTIONS • PLAN REVIEW a ENGINEERING SERVING THE MANUFACTURED HOUSING AND MODULAR CONSTRUCTION SYSTEMS INDUSTRY Customer Approval Approved Revise and Resubmit Initials: Date: pON 33 IN MOBILE RESTROOM TRAILERS oil i Customer Approval Approved Revise and Resubmit Initials: Date: Shim R/S Wall With LVL For Plumbing Lines r c- v a O O to N 4) Q N Date: 1/13/1014 Model: WC12-ADA RAI., WS4ac; i•• Drawn B :DL Serial # WC 1 2 1 —ADA Page: 6 of 12 Dealer: Scale: NTS r l lc+^mar Salesman: Indiana IU RACETRAC MOBILE STORE STRUCTURAL CALCULATIONS 165 MPH WIND LOAD ASCE7-10 INDEX Subject Page Design Criteria 2 Container Weight 3 Wind Loads 4-12 Wind Load Analysis and Anchorage 13-18 Frame Analysis 19-34 Roof Components 35-36 Sidewall Frame 37-44 Floor Components 45 Wall Components 46-50 Trellis 51-53 EN No.39M Z STATE ; L.OR.••' 10NA i 10,, Philip F. Ritchie, P.E. Project PFR 3023 Markworth Ave. RACETRAC Date 4/29/15Date Charlotte, NC 28210 MOBILE STORE Sheet No. 704 351 3313 GENERAL NOTES- 1. GRAVITY LOADS ROOF LIVE LOAD = 20 PSF FLOOR LIVE LOAD = 100 PSF 2. WIND LOAD 165MPH (ASCE7-10) EXPOSURE C Iw = 1.0 Cd = 85 Kzt = 1 0 3. STRUCTURE IS DESIGNED TO RESIST THE INDICATED LIVE AND WIND LOADS WHEN INSTALLED AND ANCHORED TO FOUNDATIONS. THE STRUCTURE MANUFACTURER IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE STRUCTURE DURING LIFTING AND SHIPPING. 4. MATERIALS 4.1 CONTAINER COMPONENTS SHALL CONFORM TO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION ( ISO) FREIGHT CONTAINER STANDARDS. 42 STRUCTURAL STEEL PLATES, ANGLES AND CHANNELS SHALL CONFORM TO ASTM A36. 4.3 HOLLOW STRUCTURAL SHAPES HSS SHALL CONFORM TO ASTM A500 GRADE B. 44 STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B. 4.5 WELDING ELECTRODES SHALL BE E70. 4.6 ALUMINUM SHALL BE 6061-T6 OR 6063-T6. 4.7 BOLTS FOR STRUCTURAL STEEL SHALL CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 TYPE N SNUG TIGHT U.N.O. INSTALLED IN 13/16" DIAMETER HOLES 4.8 BOLTS FOR HANDRAIL AND METAL PANEL CONNECTIONS SHALL BE 3/8" DIAMETER ASTM A307 BOLTS INSTALLED IN 7/16" DIAMETER HOLES. 4.9 PLYWOOD SHALL CONFORM TO THE REQUIREMENTS OF PRODUCT STANDARD PS 1-09 STRUCTURAL PLYWOOD. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL PLYWOOD SHALL BE MARINE GRADE 4.10 SCREWS FOR FASTENING PLYWOOD AND METAL DECK TO STRUCTURAL STEEL SHALL BE #12-24 SELF DRILLING SCREWS WITH 0.29" MINIMUM DIAMETER HEAD WITH DRILL POINT APPROPRIATE FOR STEEL THICKNESS INTO WHICH FASTENER IS TO BE INSTALLED PROVIDE SCREW LENGTHS TO ALLOW 3/4" MINIMUM PROJECTION THROUGH BASE MATERIAL 411 ALUMINUM PLATE SHALL BE ALLOY 3003-1-114. 4.12 ALUMINUM WALL AND ROOF PLATE SHALL BE ADHERED TO STEEL FRAMING WITH SIKAFLEX 252 ADHESIVE AS MANUFACTURED BY SIKA CORPORATION PLATE SHALL BE ADHERED TO ALL FRAMING MEMBERS SPACED 16" O.C. MAXIMUM AND AT ALL PERIMETER EDGES OF PLATES. METAL SURFACES SHALL BE PREPARED AND CLEANED AND PRIMED WITH MATERIALS AND PROCEDURES AS RECOMMENDED BY SIKA CORPORATION. ADHESIVE SHALL COAT THE FULL WIDTH OF THE FRAMING MEMBERS. 4.13 CONCRETE SHALL BE NORMAL WEIGHT 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 4.14 REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. 4.15 SOIL BEARING CAPACITY SHALL BE 2,000 PSF MINIMUM VERIFIED AT TIME OF CONSTRUCTION. 5. WELDING 51 ALL WELDING SHALL CONFORM TO AWSD1.1. 5.2 ALL WELDERS SHALL BE CERTIFIED FOR WELD TYPE BEING PERFORMED 5.3 SHOP WELDING OF CONTAINER COMPONENTS AND STRUCTURAL STEEL SHALL BE GAS SHIELD ARC WELDS (GMAW) OR (FCAW-G) 5.4 ELECTRODES SHALL BE E70 5.5 PROVIDE 1/8" MINIMUM CONTINUOUS FILLET WELD FOR CONTAINER METAL WALL PANELS TO PERIMETER SUPPORTS. 5.6 PROVIDE 3/6" MINIMUM CONTINUOUS FILLET WELD ALL SIDES FOR CHANNEL AND HSS BEAMS AND POSTS TO CONTAINER STANDARD CORNER FITTINGS. Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC Date Charlotte, NC 28210 MOBILE STORE - 704 351 3313 Sheet No. J Go pia G "-- -7 r L.a- 0r -) I L05 Gj L O 146S 4 K ¢ 3, L (I k 5 Cvx, 3S 44 M Q'o Sri V5 3 frFx q,3K 4.• l o0 2 C.4T"4 S l2IP L3 x Q' gi tl 7 5 g- X 4- r 3iL ` k 4. 3 h 2 x g. ' - / 7C;, 0' er:;.. k-40U-1- p v 5 r .. L c0 f G. Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC 4/29/15 DateCharlotte, NC 28210 MOBILE STORE Sheet No. 7043513313 ASCE710W.xls" Program Version 1 0 WIND LOADING ANALYSIS - Main Wind -Force Resisting System Per ASCE 7-10 Code for Enclosed or Partially Enclosed Buildings Using Method 2: Analytical Procedure (Section 27 & 28) for Low -Rise Buildings Job Name: Subject: Job Number: Oriqinator: I I Checker: T I Wind Speed, V = 165 mph (Wind Map, Figure 26.5-1A-C) Bldg. Classification = II Table 1.5-1 Risk Category) wind Exposure Category = C Sect. 26.7) Ridge Height, hr = 10.33 ft. (hr - he) Eave Height, he = 10.33 ft. (he - hr) Building Width = 8.00 ft. (Normal to Building Ridge) Building Length = 40.00 ft. (Parallel to Building Ridge) Roof Type = Monoslope Gable or Monoslope) Topo. Factor, Kzt = 1.00 Sect. 26.8 & Figure 26.8-1) r- ldll Direct. Factor, Kd = 0.85 (Table 26.6) Enclosed? (Y/N) ^ Y (Sect. 26.2 & Table 26.11-1) Hurricane Region? Y hr 0 h< 60' tesulting Parameters and Coefficients: Th. Roof Angle, 0 = 0.00 deg. L Mean Roof Ht., h = 10.33_ ft. (h = he, for angle < 10 deg.) Elevation Check Criteria for a Low -Rise Buildin 1. Is h < 60' ? Yes, O.K. 2. Is h <= Lesser of L or B? No, Violation! External Pressure Coeffs., GCpf (Fig. 28.4-1): For values, see following wind load tabulations.) Positive & Negative Internal Pressure Coefficients, GCpf (Table 26.11-1): GCpf Coef. = 0.18 (positive internal pressure) GCpf Coef. = 0.18 (negative internal pressure) If h < 15 then: Kh = 2.01 *(15/zg)^(2/a) (Table 28.3-1) If h >= 15 then: Kh = 2.01 *(z/zg)^(2/(x) (Table 28.3-1) a = 9.50 (Table 26.9-1) zg = I (Table 26.9-1) Kh = 0.85 (Kh = Kz evaluated at z = h) Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd *VA 2 (Sect. 28.3.2, Eq. 28.3-1) qh = 50.29 psf qh = 0.00256*Kh*Kzt*Kd *VA 2 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 28.4.1): p = qh*[(GCpf) - (+/-GCpi)l (psf, Eq. 28.4-1) Wall and Roof End Zone Widths 'a' and '2*a' (Fig. 28.4-1): a = _ 3.00_ I ft. 2*a = 6.00 ft. 1 of 3 4/27/2015 2.16 PM ASCE710W.xls" Program Version 1.0 MWFRS Wind Load for Load Case A MWFRS Wind Load for Load Case B Surface GCpf p = Net Pressures s Surface GCpf p = Net Pressures s w/ +GC i w/ -GCpi) w/ +GC i w/ -GCpi) Zone 1 0.40 11.06 29.17 Zone 1 0.40 11.06 29.17 Zone 2 0.69 43.75 25.65 Zone 2 0.69 43.75 25.65 Zone 3 0 37 27.66 9.55 Zone 3 0.37 27.66 9.55 Zone 4 0.29 23.64 5.53 Zone 4 0.29 23.64 5.53 Zone 5 5_ 0.45 31.68 13.58 Zone6 Zone Zone 6 0. 45 31.68 13.58 Zone 1 E 0.61 21.62 3973 Zone 1 E 0.61 21.62 39.73 Zone 2E 1. 07 62.86 44.76 Zone 2E 1.07 62.86 44 76 Zone 3E 0. 53 35.71 17.60 Zone 3E 0.53 35.71 17.60 Zone 4E 0. 43 30.68 12.57 Zone 4E 0.43 30.68 12.57 Zone 5E Zone 5E 0.61 21.62 39.73 Zone 6E Zone 6E 0.43 30.68 12.57 Note: Use roof angle 0 = 0 degrees for Longitudinal Direction. For Case A when GCpf is neq. in Zones 2/2E: For Case B when GCpf is neg. in Zones 2/2E: Zones ME dist. = 4.00 Ift. Zones ME dist. = 20.00 Ift. Remainder of roof Zones ME extending to ridge line shall use roof Zones 3/3E pressure coefficients. MWFRS Wind' Load for Load Case A, Torsional Case MWFRS Wind Load for Case B, Torsional Case Surface GCpf p = Net Pressure s Surface ' GCpf Net Pressure s w/ +GC i w/ -GCpi) H(wl +GC i w/ -,GCpi) Zone 1 T 2.77 7.29 Zone 1 T 2.77 7.29 Zone, 2T 10.94 6. 41 Zone 2T 10.94 6.41 Zone-3T 6.91 2. 39 Zone 3T 6.91 2.39 Zone 4T 5.91 1. 38 Zone 4T 5.91 1.38 Zone 5T Zone 5T i --- 7 92 3.39 Zone 6T Zone 6T 1 - 7.92 3.39 Notes: 1. For Load Case A (Transverse), Load Case B (Longitudinal), and Torsional Cases: Zone 1 is windward wall for interior zone. Zone 1 E is windward wall for end zone. Zone 2 is windward roof for interior zone. Zone 2E is windward roof for end zone. Zone 3 is leeward roof for interior zone. Zone 3E is leeward roof for end zone. Zone 4 is leeward wall for interior zone. Zone 4E is leeward wall for end zone. Zones 5 and 6 are sidewalls. Zone 5E & 6E is sidewalls for end zone. Zone 1 T is windward wall for torsional case Zone 2T is windward roof for torsional case. Zone 3T is leeward roof for torsional case Zone 4T is leeward wall for torsional case. Zones 5T and 6T are sidewalls for torsional case. 2. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 3. Building must be designed for all wind directions using the 8 load cases shown below. The load cases are applied to each building corner in turn as the reference corner. 4. Wind loads for torsional cases are 25% of respective transverse or longitudinal zone load values. Torsional loading shall apply to all 8 basic load cases applied at each reference corner Exception: One-story buildings with " h" - 30', buildings - 2 stories framed with light frame construction, and buildings -2 stories designed with flexible diaphragms need not be designed for torsional load cases. 5. Per Code Section 28. 4.4, the minimum wind load for MWFRS shall not be less than 16 psf. 2 of 3 4/27/ 2015 2:16 PM M ASCE710W.xls" Program Version 1.0 Low -Rise Buildings h <= 60' OL Transverse Direction Load Case A Load Case B Basic Load Cases Case B Torsion wxouncnnM wa. Longitudinal Direction Torsional Load Cases 3of3 4/27/2015 2:16 PM I ASCE710W.xls" Program Version 1.0 WIND LOADING ANALYSIS - Wall Components and Cladding Per ASCE 7-10 Code for Buildings of Any Height Using Part 1 & 3: Analytical Procedure Section 30.4 & 30.6 Job Name: Subject: Job Number: Oriqinator: I I Checker: Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Building Width = Building Length = Roof Type = Topo. Factor, Kzt = Direct. Factor, Kd = Enclosed? (Y/N) Hurricane Region? Component Name = Effective Area, Ae = 165 mph (Wind Map, Figure 26.5-1A-C) Table 1.5-1 Risk Category) Sect. 26.7) ft. (hr >= he) ft. (he <= hr) ft. (Normal to Building Ridge) ft. (Parallel to Building Ridge) Gable or Monoslope) Sect. 26.8 & Figure 26.8-1) Table 26.6) Sect. 28.6-1 & Figure 26.11-1) Girt, Siding, Wall, or Fastener) ft.112 (Area Tributary to C&C) II C 10.33 10.33 8.00 40.00 Monoslope 1.00_ 0.85 Y N Wall 35 Roof Angle, 0 = 0.00deg. Mean Roof Ht., h = 10.33_ ft. (h = he, for roof angle < 10 deg.) I Plan 0o hr h The L Elevation Wall External Pressure Coefficients, GCp: GCp Zone 4 Pos. = 0.81 -(Fig. 30.4-1, GCp is reduced by 10% for roof angle < 10 deg GCp Zone 5 Pos. = 0.81 (Fig. 30.4-1, GCp is reduced by 10% for roof angle < 10 deg GCp Zone 4 Neg. _ -0.90 (Fig. 30.4-1, GCp is reduced by 10% for roof angle <=10 deg GCp Zone 5 Neg. _ -1 09 (Fig. 30.4-1, GCp is reduced by 10% for roof angle <=10 deg Positive & Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1): GCpi Coef. = _0_18 (positive internal pressure) GCpi Coef. = 0.18 (negative internal pressure) If z - 15 then: Kz = 2.01 *(15/zg)^(2/a) , If z > 15 then: Kz = 2.01 *(z/zg)^(2/(x) (Table 30.3-1) a = 9.50 (Table 26.9-1) zg = 900 _ (Table 26.9-1) Kh = 0.85 (Kh = Kz evaluated at z = h) Pressure: qz = 0.00256*Kz*Kzt*Kd*V^2 (Sect. 30.3.2, Eq. 30.3-1) qh = 50.29 psf qh = 0.00256*Kh*Kzt*Kd *VA 2 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 30.4 & 30.6): For h - 60 ft.: p = qh*((GCp) - (+/-GCpi)) (psf) For h > 60 ft.: p = q*(GCp) - qi*(+/-GCpi) (psf) where: q = qz for windward walls, q = qh for leeward walls and side walls qi = qh for all walls (conservatively assumed per Sect. 30.6) 1 of 3 4/27/2015 2:18 PM 1 ASCE710W.xls" Program Version 1.0 Wind Load Tabulation for Wall Components & Cladding Component z ft. Kh qh s p= Net Desi n Pressures s Zone 4 + Zone 4 - Zone 5 + Zone 5 - Wall For z = hr: For z = he: For z = h: 0 0.85 50.29 50.29_ 49.96 54.49 49.96__ 49.96 63.72 10.33 0.85 49.96 54.49 63.72 0.85 - 10.33 50.29 49.96 54.49 63.72 10.33 085 50.29 49.96 54.49 49.96 49.96 _ 63.72 Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 2. Width of Zone 5 (end zones), 'a' = 1 3.00 ft. 3. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf. 4. References :a. ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-02" by: Kishor C. Mehta and James M. Delahay (2004). 2 of 3 4/27/2015 2:18 PM ASCE710W xls" Program Version 1.0 Wall Components and Cladding: yi r - 1 J i 04 1s:. Wall Zones for Buildings with h <= 60 ft. I 1 1-I 1 1 I , 1 , 1 1 1 1 I 1 1 1 1 1 1 , T , 1 1 J is I 1 I 1 1 / I , N 1 1 1 1 1 1 WALL ELEVATION Wall Zones for Buildings with h > 60 ft. 3 of 3 4/27/2015 2:18 PM I ASCE710W.xls" Program Version 1.0 WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 9 <= 450 or Monoslope Roof 9 <= 3° Usinq Part 1 & 3: Analytical Procedure (Section 30.4 & 30.6) Job Name: I I Subject: Job Number: I I Oriqinator: I Checker: Input Data: Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Building Width = Building Length = Roof Type = Topo. Factor, Kzt = Direct. Factor, Kd = Enclosed? (Y/N) Hurricane Region? Component Name = Effective Area, Ae = Overhangs? (Y/N) 165 _ II mph (Wind Map, Figure 26.5-1A-C) Table 1-1 Occupancy Category) Sect. 26.7) ft. (hr - he) ft. (he - hr) ft. (Normal to Building Ridge) ft. (Parallel to Building Ridge) Gable or Monoslope) Sect. 26.8 & Figure 26.8-1) Table 26.6) Sect. 28.6-1 & Figure 26.11-1) Purlin, Joist, Decking, or Fastener) ft.^2 (Area Tributary to C&C) if used, overhangs on all sides) C 10.33 10.33 8.00 40.00 Monoslope 1.00 0.85 Y N Joist 21 N lResultinq Parameters and Coefficients: Roof Angle, 0 = 0.00 deg. Mean Roof Ht., h = 10.33 Ift. (h = he, for roof angle -10 deg.) Plan 0o hr h he L ElPvatinn Roof External Pressure Coefficients, GCp: GCp Zone 1-3 Pos. _ IM Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone1Neg.(Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 2 Neg. _(Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 3 Neg. _(Fig. 30.4-2A, 30.4-2B, and 30.4-2C) Positive & Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1): GCpi Coef. _ _ 0.18 (positive internal pressure) GCpi Coef. = 0.18 (negative internal pressure) If z <= 15 then: Kz = 2.01 *(15/zg)^(2/a) , If z > 15 then: Kz = 2.01 *(z/zg)^(2/a) (Table 30.3-1) a = IM Table 26.9-1) zg =(Table 26.9-1) Kh =(Kh = Kz evaluated at z = h) Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd *VA 2 (Sect. 30.3.2, Eq. 30.3-1) qh = 50.29 psf qh = 0.00256*Kh*Kzt*Kd *VA 2 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 30.4 & 30.6): For h - 60 ft.: p = qh*((GCp) - (+/-GCpi)) (psf) For h > 60 ft.: p = q*(GCp) - qi*(+/-GCpi) (psf) where: q = qh for roof qi = qh for roof (conservatively assumed per Sect. 30.6) 1 of 3 4/27/2015 2:18 PM 10 ASCE710W.xls" Program Version 1.0 Wind Load Tabulation for Roof Components & Cladding Component z ft. Kh qh" Zone2,3s Net Desi n Pressures s Zone 1 - Zone 2 - Zone 3Joist For z = hr: For z = he: For z = h: 0 0.85 5029-57.72 8823 122.31 10.33 0.85 50.29-57.72 88.23 122.31 10.33 0.85 50.29 57.72 88.23 122.31 10.33 0.85 50.29 22.52 22.52 57.72 88.23 122.31 Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 2. Width of Zone 2 (edge), 'a' = 3.00 ft. 3. Width of Zone 3 (corner), 'a' = 3.00 ft. 4. For monoslope roofs with 0 - 3 degrees, use Fig. 30.4-2A for 'GCp' values with 'qh'. 5. For buildings with h > 60' and 0 > 10 degrees, use Fig. 30.6-1 for 'GCpi' values with 'qh'. 6. For all buildings with overhangs, use Fig. 30.4-26 for'GCp' values per Sect. 30.10. 7. If a parapet >= 3' in height is provided around perimeter of roof with 0 - 10 degrees, Zone 3 shall be treated as Zone 2. 8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf. 9. References : a. ASCE 7-02, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-02" by: Kishor C. Mehta and James M. Delahay (2004). 2 of 3 4/27/2015 2:18 PM ASCE710W.xls" Program Version 1.0 Roof Components and Cladding: 1 1 r 1 1 , r , y. U 1 1 r 1 r 1 I f r 1 I 1 1 7 deg. < 0 <= 27 deg. 1 27 deg. < 0 <= 45 deg. Roof Zones for Buildings with h <= 60 ft. for Gable Roofs <= 45' and Monoslope Roofs <= 3°) 0 <= 7 deg. lei _ a •I _ lei _ sl T r i?'I v U---'---,, d 1 a r CD1 1 , r 1 J 1 1 r el ROOF PLAN Roof Zones for Buildinas with h > 60 ft. for Gable Roofs <= 100 and Monoslope Roofs <= 30) 3 of 3 4/27/2015 2.18 PM I 'V O a L-k—rL' ry - N LG c'D r"" c ' -" 1 - Tr4,j 5 cl-CrZ S G 2 4'3.S7 10. 2 3 a n 03 4-1 3 ) 1 1 s4- ° (8) ` = flF 1 t o 20 --+-E t-, a i Z ( ' al' .. t o G psi K If L c Ifr 5 S 0. 3 R 00 CIOz > K ' - 20 I ' f) r4r1- T-t v t Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC 4/29/15 Charlotte, NC 28210 MOBILE STORE Date 704 351 3313 Sheet No. ?j I Job No Sheet No Rev 1 Software licensed to Ritchie Engineering Job Title RACETRAC Part Ref By Dale13-May-13 Chd Client 150 mph File racetrac.std Datefrlme 14-May-2014 13:39 4-PP t Fig L.o 41V S rZ, G , p rr4— S n 14 2 y 04, H 4— F3 L' 1 , v ¢'') , _ Load , Z 3 t flO2, ice) _ l.Z ULz .3 ,2,t/o..(')= !•4 N- G Z) 3.4,r!:=ZtS'` V4-, J lF1Nu r f0 ful VVI(iuuW5 Rtl1tld5C LUUO • I— v A x v 3,r 14 2 F(1A,I-T ?> K 1V 4-3 y k t d 4 3 4 S,or' wro GI . ; #I PL. 2.3 Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC DateMOBILESTORE 4/29/15 Charlotte, NC 28210 Sheet No. 1 704 351 3313 4 x fKj, r J v M M k r J v 4. tr— c— S.T c fl V D - • a '''' tAP Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC 4/29/15 Charlotte, NC 28210 , MOBILE STORE Date Sheet No. 704 351 3313 1y 72 ,17 Ate- --• r2--o e-z 3Y4" 23/4" E0in i 3Y4 " 23y4 " Y2" PLATE 3/8x6x0'-9" C6x8.2 BOTTOM RAIL 2) 3/4" DIA. x 4 3/4" EMBEDMENT HILTI KWIK BOLT 3 ANCHOR C'DtiI,.r.sG2 0 L 3'-0" MINIMUM ALL SIDES OF STRUCTURE EXISTING 8" THICK CONCRETE PAVEMENT ok? c, F r A-4 o 1-,,v ,, 5 a-faA l- FF r3 3 3 ¢ , , E v S/ , _ r 3,2 s V.-+ 3.3 c ' Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC Date Charlotte, NC 28210 MOBILE STORE Sheet No. l07 704 351 3313 4 5 a Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC 4/29/15 Charlotte, NC 28210 MOBILE STORE Date 7Sheet No. I 04 351 3313 Job No Sheet No Rev Software licensed to Ritchie Engineering Part Frame F1 and F4 Job Title racetraC Ref By Date28-Apr-15 Chd Client File Frame F1 and F4 std I Date/Time 28-Apr-2015 14-34 I-X 1 HSST6X6X0.188 HSSUUX0.188 l i HSST6X6X0.188 I HSST4X4X0.188 Load 3 intTime/Date 28/04/2015 14 36 STAAD.Pro for Windows Release 2006 Print Run 1 of 1 9 Tuesday, April 28, 2015, 02:57 PM PAGE NO. 1 STAAD.Pro Version 2006 Bld 1002.US Proprietary Program of Research Engineers, Intl. Date= APR 28, 2015 Time= 14:57:28 USER ID: Ritchie Engineering 1. STAAD PLANE INPUT FILE: Frame F1 and F4.STD 2. START JOB INFORMATION 3. ENGINEER DATE 28-APR-15 4. JOB NAME RACETRAC S. JOB PART FRAME F1 AND F4 G. END JOB INFORMATION 7. INPUT WIDTH 79 8. UNIT FEET KIP 9. JOINT COORDINATES 10. 1 0 0'0; 2 7.5 0 C; 3 0 9 0; 4 7.5 9 0 11. MEMBER INCIDENCES 12. 1 1 3; 2 2 4; 3 1 2; 4 3 4 13. DEFINE MATERIAL START 14. ISOTROPIC STEEL 15. E 4.176E+006 16. POISSON 0.3 17. DENSITY 0.489024 18. ALPHA 6.5E-006 19. DAMP 0.03 20. END DEFINE MATERIAL 21. MEMBER PROPERTY AMERICAN 22. 1 2 TABLE ST HSST6X6X0.188 23. 3 4 TABLE ST HSST4X4X0.188 24. CONSTANTS 25. MATERIAL STEEL ALL 26. SUPPORTS 27. 1 FIXED BUT FX MZ 28. 2 PINNED 29. LOAD 1 DEAD LOAD 30. SELFWEIGHT Y -1 31. JOINT LOAD 32. 3 4 FY -0.4 33. MEMBER LOAD 34. 3 UNI GY -0.007 35. 4 UNI GY -0.013 36. LOAD 2 LIVE LOAD 37. JOINT LOAD 38. 3 4 FY -0.76 39. MEMBER LOAD 40. 3 UNI GY -0.13 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F1 and F4.anl Page 1 of 9 07-1 STAAD PLANE Tuesday, April 28, 2015, 02:57 PM PAGE NO. 2 41. 4 UNI GY -0.026 42. LOAD 3 WIND LOAD 43. JOINT LOAD 44. 3 FX 2.25 45. 3 4 FY 2.13 46. LOAD 4 .6D +.6W 47. REPEAT LOAD 48. 1 0.6 3 0.6 49. LOAD 5 1.OD + .75L + .45W 50. REPEAT LOAD 51. 1 0.1,2 0.75 3 0.45 52. PDELTA 10 ANALYSIS P R O B L E M S T A T I S T I C S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 4/ 4/ 2 ORIGINAL/ FINAL BAND -WIDTH= 2/ 2/ 7 DOF TOTAL PRIMARY LOAD CASES = 5, TOTAL DEGREES OF FREEDOM 9 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO -WORDS REQRD/ AVAIL. DISK SPACE = 12.0/ 23661.5 MB Adjusting Displacements 14:57:28 Adjusting Displacements 14:57:28 Adjusting Displacements 14:57:28 Adjusting Displacements 14:57:28 Adjusting Displacements 14:57:28 Adjusting Displacements 14:57:28 Adjusting Displacements 14:57:28 Adjusting Displacements 14:57:28 Adjusting Displacements 14:57:28 Adjusting Displacements 14:57:28 53. PRINT ANALYSIS RESULTS r C:\ Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame FI and F4.anl Page 2 of 9 L STAAD PLANE Tuesday, April 28, 2015, 02:57 PM PAGE NO. 3 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE PLANE JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 0.00002 0.00000 0.00000 0.00000 0.00000 0.00002 2 0.00009 0.00000 0.00000 0.00000 0.00000 0.00030 3 0.00136 0.00000 0.00000 0.00000 0.00000 0.00509 4 0.00080 0.00000 0.00000 0.00000 0.00000 0.00308 5 0.00054 0.00000 0.00000 0.00000 0.00000 0.00254 2 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00002 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00030 3 0.00000 0.00000 0.00000 0.00000 0.00000 0.00509 4 0.00000 0.00000 0.00000 0.00000 0.00000 0.00306 5 0.00000 0.00000 0.00000 0.00000 0.00000 0.00209 3 1 0.00000 0.00051 0.00000 0.00000 0.00000 0.00004 2 0.00000 0.00080 0.00000 0.00000 0.00000 0.00007 3 0.73696 0.00324 0.00000 0.00000 0.00000 0.00510 4 0.44534 0.00164 0.00000 0.00000 0.00000 0.00311 5 0.33542 0.00081 0.00000 0.00000 0.00000 0.00227 4 1 0.00002 0.00051 0.00000 0.00000 0.00000 0.00004 2 0.00009 0.00080 0.00000 0.00000 0.00000 0.00007 3 0.73562 0.00075 0.00000 0.00000 0.00000 0.00510 4 0.44452 0.00014 0.00000 0.00000 0.00000 0.00306 5 0.33474 0.00032 0.00000 0.00000 0.00000 0.00237 C:\Users\Philip\Documents\aapro3ects\racetrac\150 mph calc\staad\Frame F1 and F4.anl Page 3 of 9 2ti Tuesday, April 28, 2015, 02:57 PM STAAD PLANE PAGE NO. 4 f SUPPORT REACTIONS -UNIT RIP FEET STRUCTURE TYPE PLANE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 0.00 0.66 0.00 0.00 0.00 0.00 2 0.00 1.35 0.00 0.00 0.00 0.00 3 0.00 4.80 0.00 0.00 0.00 0.00 4 0.00 2.49 0.00 0.00 0.00 0.00 5 0.00 1.10 0.00 0.00 0.00 0.00 2 1 0.00 0.66 0.00 0.00 0.00 0.00 2 0.00 1.35 0.00 0.00 0.00 0.00 3 2.25 0.54 0.00 0.00 0.00 0.00 4 1.35 0.73 0.00 0.00 0.00 0.00 5 1.01 1.33 0.00 0.00 0.00 0.00 1 f C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F1 and F4.anl Page 4 of 9 Z 07 STAAD PLANE Tuesday, April 28, 2015, 02:57 PM PAGE NO. 5 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- RIP FEET LOCAL MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 0.60 0.02 0.00 0.00 0.00 0.07 3 0.48 0.02 0.00 0.00 0.00 0.09 2 1 0.86 0.07 0.00 0.00 0.00 0.51 3 0.86 0.07 0.00 0.00 0.00 0.15 3 1 3.46 1.11 0.00 0.00 0.00 5.00 3 3.46 1.11 0.00 0.00 0.00 4.99 4 1 1.72 0.66 0.00 0.00 0.00 2.98 3 1.79 0.66 0.00 0.00 0.00 2.96 5 1 0.86 0.45 0.00 0.00 0.00 1.89 3 0.87 0.45 0.00 0.00 0.00 2.15 2 1 2 0.60 0.02 0.00 0.00 0.00 0.07 4 0.48 0.02 0.00 0.00 0.00 0.09 2 2 0.86 0.07 0.00 0.00 0.00 0.51 4 0.86 0.07 0.00 0.00 0.00 0.15 3 2 0.80 1.11 0.00 0.00 0.00 5.00 4 0.80 1.11 0.00 0.00 0.00 4.99 4 2 0.11 0.68 0.00 0.00 0.00 3.06 4 0.18 0.68 0.00 0.00 0.00 3.07 5 2 0.35 0.56 0.00 0.00 0.00 2.67 4 0.34 0.56 0.00 0.00 0.00 2.39 3 1 1 0.02 0.06 0.00 0.00 0.00 0.07 2 0.02 0.06 0.00 0.00 0.00 0.07 2 1 0.07 0.49 0.00 0.00 0.00 0.51 2 0.07 0.49 0.00 0.00 0.00 0.51 3 1 1.13 1.33 0.00 0.00 0.00 5.00 2 1.13 1.33 0.00 0.00 0.00 5.00 4 1 0.67 0.77 0.00 0.00 0.00 2.98 2 0.67 0.84 0.00 0.00 0.00 3.06 5 1 0.45 0.24 0.00 0.00 0.00 1.89 2 0.45 0.98 0.00 0.00 0.00 2.67 4 1 3 0.02 0.08 0.00 0.00 0.00 0.09 4 0.02 0.08 0.00 0.00 0.00 0.09 2 3 0.07 0.10 0.00 0.00 0.00 0.15 4 0.07 0.10 0.00 0.00 0.00 0.15 3 3 1.12 1.33 0.00 0.00 0.00 4.99 4 1.12 1.33 0.00 0.00 0.00 4.99 4 3 0.68 0.76 0.00 0.00 0.00 2.96 4 0.68 0.85 0.00 0.00 0.00 3.07 5 3 0.56 0.52 0.00 0.00 0.00 2.15 4 0.56 0.69 0.00 0.00 0.00 2.39 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F1 and F4.anl Page 5 of 9 2 - STAAD PLANE Tuesday, April 28, 2015, 02:57 PM PAGE NO. 6 END OF LATEST ANALYSIS RESULT ************** 1 54. UNIT INCHES KIP 55. PARAMETER 1 56. CODE RISC 57. FYLD 46 ALL 58. CHECK CODE ALL d C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F1 and F4.anl Page 6 of 9 2 < Tuesday, April 28, 2015, 02:57 PM STAAD PLANE -- PAGE NO. 7 STAAD.PRO CODE CHECKING - (AISC 9TH EDITION) ALL UNITS ARE'- KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 1 ST- HSST6X6X0.188 (AISC SECTIONS) PASS AISC- H2-1 0.32 3 3.46 T 0.00 .05 0.00 NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 2 ST HSSTGX6X0.188 (AISC SECTIONS) PASS AISC- H2-1 0.300 3 0.80 T 0.00 60.05 0.00 NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 3 ST HSST4X4X0.188 (AISC SECTIONS) PASS AISC- H1-3 O72 3 1.13 C 0.00 - .05 0.00 NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 4 ST HSST4X4X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.719 3 1.12 C 0.00 -59.88 0.00 1 59. FINISH END OF THE STAAD.Pro RUN *********** DATE= APR 28,2015 TIME= 14:57:28 **** 3 L N55 3FF41J 43 r, t,132 " 4k - L r x 2 t7 1 Lz v r C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F1 and F4.an1 Page 7 of 9 L[i Job No Sheet No Rev 1 Software licensed to Ritchie Engineering Part Frame F2 and F3 Job Title racetrac Ref By Date28-Apr-15 Chd Client File Frame F2 and F3 std I Date/Time 28-Apr-2015 14 37 I Y Z-x F3 HSST4X4X0.188 HSST4X4X0.188 HSST4MX0.188 i Load 1 int Time/Date 28/04/2015 14 58 STAAD Pro for Windows Release 2006 Print Run 1 of 1 Z1 Tuesday, April 28, 2015, 02:54 PM PAGE NO. 1 STAAD.Pro Version 2006 Bld 1002.US Proprietary Program of Research Engineers, Intl. Date= APR 28, 2015 Time= 14:38: 3 USER ID: Ritchie Engineering 1. STAAD PLANE INPUT FILE: Frame F2 and F3.STD 2. START JOB INFORMATION 3. ENGINEER DATE 28-APR-15 4. JOB NAME RACETRAC 5. JOB PART FRAME F1 AND F4 6. END JOB INFORMATION 7. INPUT WIDTH 79 8. UNIT FEET KIP 9. JOINT COORDINATES 10. 1 0 0 0; 2 7.5 0 0; 3 0 9 0; 4 7.5 9 0 11. MEMBER INCIDENCES 12. 1 1 3; 2 2 4; 3 1 2; 4 3 4 13. DEFINE MATERIAL START 14. ISOTROPIC STEEL 15. E 4.176E+006 16. POISSON 0.3 17. DENSITY 0.489024 18. ALPHA 6.5E-006 19. DAMP 0.03 20. END DEFINE MATERIAL 21. MEMBER PROPERTY AMERICAN 22. 1 2 3 4 TABLE ST HSST4X4X0.188 23. CONSTANTS 24. MATERIAL STEEL ALL 25. SUPPORTS 26. 1 FIXED BUT FX MZ 27. 2 PINNED 28. LOAD 1 DEAD LOAD 29. SELFWEIGHT Y -1 30. JOINT LOAD 31. 3 4 FY -0.4 32. MEMBER LOAD 33. 3 UNI GY -0.007 34. 4 UNI GY -0.013 35. LOAD 2 LIVE LOAD 36. JOINT LOAD 37. 3 4 FY -0.76 38. MEMBER LOAD 39. 3 UNI GY -0.13 40. 4 UNI GY -0.026 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F2 and F3.anl Page 1 of 9 STAAD PLANE Tuesday, April 28, 2015, 02:54 PM PAGE NO. 2 41. LOAD 3 WIND LOAD 42. JOINT LOAD 43. 3 FX 2.57 44. 3 4 FY 2.57 45. LOAD 4 .6D +.6W 46. REPEAT LOAD 47. 1 0.6 3 0.6 48. LOAD 5 1.OD + .751, + .45W 49. REPEAT LOAD 50. 1 0.1 2 0.75 3 0.45 51. PDELTA 10 ANALYSIS P R O B L E M S T A T I S T I C S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 4/ 4/ 2 ORIGINAL/ FINAL BAND -WIDTH= 2/ 2/ 7 DOF TOTAL PRIMARY LOAD CASES = 5, TOTAL DEGREES OF FREEDOM = 9 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO -WORDS REQRD/ AVAIL. DISK SPACE = 12.0/ 23661.9 MB Adjusting Displacements 14:38: 3 Adjusting Displacements 14:38: 3 Adjusting Displacements 14:38: 3 Adjusting Displacements 14:38: 3 Adjusting Displacements 14:38: 3 Adjusting Displacements 14:38: 3 Adjusting Displacements 14:38: 3 Adjusting Displacements 14:38: 3 Adjusting Displacements 14:38: 3 Adjusting Displacements 14:38: 3 52. PRINT ANALYSIS RESULTS C:\ Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F2 and F3.anl Page 2 of 9 STAAD PLANE Tuesday, April 28, 2015, 02:54 PM PAGE NO. 3 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE PLANE JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 0.00002 0.00000 0.00000 0.00000 0.00000 0.00005 2 0.00007 0.00000 0.00000 0.00000 0.00000 0.00072 3 0.00157 0.00000 0.00000 0.00000 0.00000 0.00574 4 0.00093 0.00000 0.00000 0.00000 0.00000 0.00352 5 0.00065 0.00000 0.00000 0.00000 0.00000 0.00318 2 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00005 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00072 3 0.00000 0.00000 0.00000 0.00000 0.00000 0.00574 4 0.00000 0.00000 0.00000 0.00000 0.00000 0.00346 5 0.00000 0.00000 0.00000 0.00000 0.00000 0.00209 3 1 0.00000 0.00075 0.00000 0.00000 0.00000 0.00010 2 0.00000 0.00124 0.00000 0.00000 0.00000 0.00008 3 1.36196 0.00588 0.00000 0.00000 0.00000 0.00577 4 0.82804 0.00309 0.00000 0.00000 0.00000 0.00357 5 0.62580 0.00166 0.00000 0.00000 0.00000 0.00260 4 1 0.00002 0,00075 0.00000 0.00000 0.00000 0.00010 2 0.00007 0.00124 0.00000 0.00000 0.00000 0.00008 3 1.36043 0.00154 0.00000 0.00000 0.00000 0.00577 4 0.82711 0.00046 0.00000 0.00000 0.00000 0.00345 5 0.62506 0.00033 0.00000 0.00000 0.00000 0.00270 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F2 and F3.anl Page 3 of 9 3. STAAD PLANE Tuesday, April 28, 2015, 02:54 PM PAGE NO. 4 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 0.00 0.62 0.00 0.00 0.00 0.00 2 0.00 1.35 0.00 0.00 0.00 0.00 3 0.00 5.58 0.00 0.00 0.00 0.00 4 0.00 3.00 0.00 0.00 0.00 0.00 5 0.00 1.47 0.00 0.00 0.00 0.00 2 1 0.00 0.62 0.00 0.00 0.00 0.00 2 0.00 1.35 0.00 0.00 0.00 0.00 3 2.57 0.44 0.00 0.00 0.00 0.00 4 1.54 0.66 0.00 0.00 0.00 0.00 5 1.16 1.30 0.00 0.00 0.00 0.00 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F2 and F3.anl Page 4 of 9 31 Tuesday, April 28, 2015, 02:54 PM STAAD PLANE -- PAGE NO. 5 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- RIP FEET (LOCAL ) MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 0.56 0.01 0.00 0.00 0.00 0.06 3 0.48 0.01 0.00 0.00 0.00 0.07 2 1 0.86 0.06 0.00 0.00 0.00 0.37 3 0.86 0.06 0.00 0.00 0.00 0.15 3 1 4.07 1.25 0.00 0.00 0.00 5.64 3 4.07 1.25 0.00 0.00 0.00 5.63 4 1 2.12 0.75 0.00 0.00 0.00 3.40 3 2.17 0.75 0.00 0.00 0.00 3.38 5 1 1.15 0.53 0.00 0.00 0.00 2.31 3 1.16 0.53 0.00 0.00 0.00 2.47 2 1 2 0.56 0.01 0.00 0.00 0.00 0.06 4 0.48 0.01 0.00 0.00 0.00 0.07 2 2 0.86 0.06 0.00 0.00 0.00 0.37 1 4 0.86 0.06 0.00 0.00 0.00 0.15 3 2 1.07 1.25 0.00 0.00 0.00 5.64 4 1.07 1.25 0.00 0.00 0.00 5.63 4 2 0.29 0.77 0.00 0.00 0.00 3.46 4 0.34 0.77 0.00 0.00 0.00 3.47 5 2 0.23 0.62 0.00 0.00 0.00 2.88 4 0.22 0.62 0.00 0.00 0.00 2.71 3 1 1 0.01 0.06 0.00 0.00 0.00 0.06 2 0.01 0.06 0.00 0.00 0.00 0.06 2 1 0.06 0.49 0.00 0.00 0.00 0.37 2 0.06 0.49 0.00 0.00 0.00 0.37 3 1 1.30 1.50 0.00 0.00 0.00 5.64 2 1.30 1.50 0.00 0.00 0.00 5.64 4 1 0.77 0.88 0.00 0.00 0.00 3.40 2 0.77 0.95 0.00 0.00 0.00 3.46 5 1 0.54 0.32 0.00 0.00 0.00 2.31 2 0.54 1.06 0.00 0.00 0.00 2.88 4 1 3 0.01 0.08 0.00 0.00 0.00 0.07 4 0.01 0.08 0.00 0.00 0.00 0.07 2 3 0.06 0.10 0.00 0.00 0.00 0.15 4 0.06 0.10 0.00 0.00 0.00 0.15 1 3 3 1.27 1.50 0.00 0.00 0.00 5.63 4 1.27 1.50 0.00 0.00 0.00 5.63 4 3 0.77 0.86 0.00 0.00 0.00 3.38 4 0.77 0.96 0.00 0.00 0.00 3.47 5 3 0.62 0.61 0.00 0.00 0.00 2.47 4 0.62 0.77 0.00 0.00 0.00 2.71 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F2 and F3.anl Page 5 of 9 3z STAAD PLANE Tuesday, April 28, 2015, 02:54 PM PAGE NO. 6 END OF LATEST ANALYSIS RESULT ************** 53. UNIT INCHES KIP 54. PARAMETER 1 55. CODE AISC 56. FYLD 46 ALL 57. CHECK CODE ALL C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F2 and F3.anl Page 6 of 9 1? Tuesday, April 28, 2015, 02:54 PM STAAD PLANE -- PAGE NO. 7 STAAD.PRO CODE CHECKING - (AISC 9TH EDITION) ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 1 ST HSST4X4X0.188 (AISC SECTIONS) PASS AISC- H2-1 0.8 3 4.07 T 0.00 .70 0.00 NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 2 ST HSST4X4X0.188 (AISC SECTIONS) PASS AISC- H2-1 0.805 3 1.07 T 0.00 67.71 0.00 NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 3 ST HSST4X4X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.813 3 1.30 C 0.00 67.71 90.00 NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 4 ST HSST4X4X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.811 3 1.27 C 0.00 67.58 90.00 58. FINISH END OF THE STAAD.Pro RUN *********** DATE= APR 28,2015 TIME= 14:38: 3 **** 4 ITZ v 33 0 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Frame F2 and F3.anl Page 7 of 9 3 4- P S lki w - L t 'mot) _ • 4 ; - TJ 35z- FFSS ¢Kt P•s p Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC 4/29/15Date Charlotte, NC 28210 MOBILE STORE Si7043513313SheetNo. ; 2001 North American Specification Project: RaceTrac Mobile Store Model: Roof Joist R1 8.00 ft Section: 60OS162-54 Single C Stud (X-X Axis) Maxo = 2527.1 Ft -Lb Moment of Inertia, I = 2.860 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Date: 4/28/2015 Fy = 50.0 ksi Va = 2822.9 lb TIP Unif Ld Ib/ft R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb in) Ft -Lb Ma(Brc) in) Ratio Center Span 7280 0 288 728.0 None 941.4 0.773 0.099 L/966 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(lb) in) lb) Ft -Lb) Value Req'd ? R1 364.0 2.00 746.6 0.0 0.59 No R2 364.0 2.00 746.6 0.0 0.59 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load Ib) Ft -Lb) Factor V/Va M/Ma Unstiffen Stiffen R1 364.0 0.0 1.00 0.13 0.00 0.02 NA R2 364.0 0.0 1.00 0.13 0.00 0.02 NA r i Job No Sheet No Rev Software licensed to Ritchie Engineering Part Partial Longitudinal Frame Job Title racetrac Ref 8y Date28-Apr-15 Chd Client File Partial Side Frame.std I Date/Time 28-Apr-2015 16.54 t 3 S 1vE 1,e f 9e I r22r 3 '`, x 4 x S, c L 4K I z , > _, 4-'v 4- (.o°% - , 7,s z i Lx Go ., ;-+ r.. — s S .t.!' P., eL ` rra— Pl. L C.. lee int Time/Date 28/04/2015 16 55 STAAD Pro for Windows Release 2006 Print Run 1 of 1 7 Tuesday, April 28, 2015, 05:05 PM PAGE NO. 1 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x STAAD.Pro Version 2006 Bld 1002.US Proprietary Program of Research Engineers, Intl. Date= APR 28, 2015 Time= 17: 5:15 x x USER ID: Ritchie Engineering xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 1. STAAD PLANE INPUT FILE: Partial Side Frame.STD 2. START JOB INFORMATION 3. ENGINEER DATE 28-APR-15 4. JOB NAME RACETRAC 5. JOB PART PARTIAL LONGITUDINAL FRAME G. END JOB INFORMATION 7. INPUT WIDTH 79 8. UNIT FEET KIP 9. JOINT COORDINATES 10. 1 0 0 0; 2 19 0 0; 3 0 9 0; 4 19 9 0; 5 5.5 0 0; 6 5.5 9 0; 7 11.5 0 0 11. 8 11.5 9 0 12. MEMBER INCIDENCES 13. 1 1 3; 2 2 4; 3 1 5; 4 3 6; 5 5 7; 6 6 8; 14. DEFINE MATERIAL START 15. ISOTROPIC STEEL 16. E 4.176E+006 17. POISSON 0.3 18. DENSITY 0.489024 19. ALPHA 6.5E-006 20. DAMP 0.03 21. END DEFINE MATERIAL 22. MEMBER PROPERTY AMERICAN 23. 1 2 TABLE ST HSST4X4X0.188 24. 3 TO 8 TABLE ST C6X8 25. 9 10 TABLE ST TUB40201 26. CONSTANTS 27. BETA 90 MEMB 9 10 28. MATERIAL STEEL ALL 29. SUPPORTS 30. 1 FIXED BUT FX MZ 31. 2 PINNED 32. LOAD 1 DEAD LOAD 33. SELFWEIGHT Y -1 34. MEMBER LOAD 35. 3 5 7 61 GY -0.064 36. 4 6 8 UNI GY -0.032 37. LOAD 2 WIND LOAD 38. JOINT LOAD 39. 3 FX 1'.09 40. MEMBER LOAD 7 7 2; 8 8 4; 9 5 6; 10 7 8 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Partial Side Frame.anl Page 1 of 9 3' Tuesday, April 28, 2015, 05:05 PM STAAD PLANE -- PAGE NO. 2 41. 4 UNI GY .49 42. 6 8 UNI GY .32 43. LOAD 3 .6D +.6W 44. REPEAT LOAD 45. 1 0.6 2 0.6 46. PDELTA 10 ANALYSIS P R O B L E M S T A T I S T I C S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 8/ 10/ 2 ORIGINAL/FINAL BAND -WIDTH= 5/ 5/ 16 DOF TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 21 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO -WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 23584.1 MB Adjusting Displacements 17: 5:15 Adjusting Displacements 17: 5:15 Adjusting Displacements 17: 5:15 Adjusting Displacements 17: 5:15 Adjusting Displacements 17: 5:15 Adjusting Displacements 17: 5:15 Adjusting Displacements 17: 5:15 Adjusting Displacements 17: 5:15 Adjusting Displacements 17: 5:15 Adjusting Displacements 17: 5:15 47. PRINT ANALYSIS RESULTS C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Partial Side Frame.anl Page 2 of 9 74 STAAD PLANE, Tuesday, April 28, 2015, 05:05 PM PAGE NO. 3 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1-0.00095 0.00080 0.00000 0.00000 0.00000-0.00162 2 0.00472 0.00000 0.00000 0.00000 0.00000 0.00251 3 0.00226 0.00000 0.00000 0.00000 0.00000 0.00051 2 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00159 2 0.00000 0.00000 0.00000 0.00000 0.00000-0.00604 3 0.00000 0.00000 0.00000 0.00000 0.00000-0.00268 3 1 0.00616-0.00079 0.00000 0.00000 0.00000-0.00155 2 0.46028 0.00399 0.00000 0.00000 0.00000 0.00329 3 0.28379 0.00192 0.00000 0.00000 0.00000 0.00102 4 1 0.00521-0.00077 0.00000 0.00000 0.00000 0.00146 2 0.46143 0.00269 0.00000 0.00000 0.00000-0.00719 3 0.28391 0.00115 0.00000 0.00000 0.00000-0.00345 5 1-0.00069-0.13404 0.00000 0.00000 0.00000-0.00165 2 0.00348 0.36944 0.00000 0.00000 0.00000 0.00541 3 0.00167 0.14049 0.00000 0.00000 0.00000 0.00226 6 1 0.00590-0.13357 0.00000 0.00000 0.00000-0.00165 2 0.46049 0.37561 0.00000 0.00000 0.00000 0.00506 3 0.28376 0.14448 0.00000 0.00000 0.00000 0.00204 7 1-0.00037-0.16579 0.00000 0.00000 0.00000 0.00089 2 0.00195 0.51307 0.00000 0.00000 0.00000-0.00233 3 0.00095 0.20801 0.00000 0.00000 0.00000-0.00085 8 1 0.00558-0.16517 0.00000 0.00000 0.00000 0.00093 2 0.46089 0.51909 0.00000 0.00000 0.00000-0.00184 3 0.28380 0.21202 0.00000 0.00000 0.00000-0.00054 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Partial Side Frame.anl Page 3 of 9 STAAD PLANE Tuesday, April 29, 2015, 05:05 PM PAGE NO. 4 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 0.00 1.17 0.00 0.00 0.00 0.00 2 0.00 4.34 0.00 0.00 0.00 0.00 3 0.00 1.91 0.00 0.00 0.00 0.00 2 1 0.00 1.17 0.00 0.00 0.00 0.00 2 1.09 2.67 0.00 0.00 0.00 0.00 3 0.65 0.90 0.00 0.00 0.00 0.00 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Partial Side Frame.anl Page 4 of 9 4I STAAD PLANE Tuesday, April 28, 2015, 05:05 PM PAGE NO. 5 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- RIP FEET LOCAL MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 0.59 0.28 0.00 0.00 0.00 1.26 3 0.51 0.28 0.00 0.00 0.00 1.24 2 1 2.76 1.30 0.00 0.00 0.00 5.76 3 2.76 1.30 0.00 0.00 0.00 5.97 3 1 1.31 0.62 0.00 0.00 0.00 2.71 3 1.35 0.62 0.00 0.00 0.00 2.85 2 1 2 0.57 0.29 0.00 0.00 0.00 1.31 4 0.49 0.29 0.00 0.00 0.00 1.28 2 2 1.86 0.43 0.00 0.00 0.00 1.77 4 1.86 0.43 0.00 0.00 0.00 2.09 3 2 0.77 0.06 0.00 0.00 0.00 0.25 4 0.82 0.08 0.00 0.00 0.00 0.47 3 1 1 0.28 0.58 0.00 0.00 0.00 1.26 5 0.28 0.19 0.00 0.00 0.00 0.86 2 1 1.31 1.59 0.00 0.00 0.00 5.76 5 1.31 1.59 0.00 0.00 0.00 2.97 3 1 0.62 0.60 0.00 0.00 0.00 2.71 5 0.62 0.84 0.00 0.00 0.00 1.26 4 1 3 0.28 0.51 0.00 0.00 0.00 1.24 6 0.28 0.29 0.00 0.00 0.00 0.94 2 3 0.22 2.76 0.00 0.00 0.00 5.97 6 0.22 0.07 0.00 0.00 0.00 1.80 3 3 0.03 1.35 0.00 0.00 0.00 2.85 6 0.03 0.13 0.00 0.00 0.00 0.51 5 1 5 0.30 0.27 0.00 0.00 0.00 0.75 7 0.30 0.17 0.00 0.00 0.00 1.06 2 5 1.47 0.37 0.00 0.00 0.00 2.29 7 1.47 0.37 0.00 0.00 0.00 4.53 3 5 0.70 0.07 0.00 0.00 0.00 0.91 7 0.70 0.32 0.00 0.00 0.00 2.08 6 1 6 0.30 0.18 0.00 0.00 0.00 0.83 8 0.30 0.06 0.00 0.00 0.00 1.21 2 6 0.38 1.28 0.00 0.00 0.00 1.13 8 0.38 0.64 0.00 0.00 0.00 3.02 3 6 0.05 0.66 0.00 0.00 0.00 0.17 8 0.05 0.35 0.00 0.00 0.00 1.09 7 1 7 0.29 0.05 0.00 0.00 0.00 1.13 2 0.29 0.60 0.00 0.00 0.00 1.31 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Partial Side Frame.anl Page 5 of 9 4 L Tuesday, April 28, 2015, 05:05 PM STAAD PLANE -- PAGE NO. 6 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- KIP FEET LOCAL MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 2 7 1.51 0.82 0.00 0.00 0.00 4.38 2 1.51 0.82 0.00 0.00 0.00 1.77 3 1 7 0.73 0.46 0.00 0.00 0.00 1.95 2 0.73 0.13 0.00 0.00 0.00 0.25 8 1 8 0.29 0.19 0.00 0.00 0.00 1.28 4 0.29 0.49 0.00 0.00 0.00 1.28 2 8 0.42 0.54 0.00 0.00 0.00 2.86 4 0.42 1.86 0.00 0.00 0.00 2.09 3 8 0.08 0.44 0.00 0.00 0.00 0.95 4 0.08 0.82 0.00 0.00 0.00 0.47 9 1 5 0.08 0.00 0.03 0.00 0.11 0.00 6 0.10 0.00 0.03 0.00 0.11 0.00 2 5 1.21 0.00 0.15 0.00 0.69 0.00 6 1.21 0.00 0.15 0.00 0.68 0.00 3 5 0.77 0.00 0.08 0.00 0.34 0.00 6 0.79 0.00 0.08 0.00 0.34 0.00 10 1 7 0.11 0.00 0.02 0.00 0.07 0.00 B 0.13 0.00 0.02 0.00 0.07 0.00 2 7 1.18 0.00 0.03 0.00 0.15 0.00 8 1.18 0.00 0.03 0.00 0.16 0.00 3 7 0.78 0.00 0.03 0.00 0.13 0.00 8 0.79 0.00 0.03 0.00 0.14 0.00 END OF LATEST ANALYSIS RESULT ************** 48. UNIT INCHES KIP 49. PARAMETER 1 50. CODE AISC 51. FYLD 46 MEMBER 1 2 9 10 52. FYLD 36 MEMBER 3 TO 8 53. CHECK CODE ALL C:\Users\Philip\Documents\aapro7ects\racetrac\150 mph calc\staad\Partial Side Frame.anl Page 6 of 9 4-/ Tuesday, April 28, 2015, 05:05 PM STAAD PLANE -- PAGE NO. 7 STAAD.PRO CODE CHECKING - (AISC 9TH EDITION) r*,t**wwtte*te,rt,t+rsr**a,r,r,t:,tw,t**,t,t,t,t**,r*,t*,etrww,t ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 1 ST HSST4X4X0.188 AISC SECTIONS) PASS AISC- H2-1 0.875 2 2.76 T 0.00 -71.67 108.00 NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 2 ST HSST4X4X0.188 AISC SECTIONS) PASS AISC- H2-1 0.319 2 1.86 T 0.00 25.09 108.00 3 ST C6X8 AISC SECTIONS) PASS AISC- H1-3 0.848 2 1.31 C 0.00 -69.08 0.00 4 ST C6X8 AISC SECTIONS) PASS AISC- H2-1 0.822 2 0.22 T 0.00 -71.67 0.00 5 ST C6X8 AISC SECTIONS) PASS AISC- H1-3 0.754 2 1.47 C 0.00 54.32 72.00 6 ST C6X8 AISC SECTIONS) PASS AISC- H2-1 0.551 2 0.38 T 0.00 44.02 48.00 7 ST C6X8 AISC SECTIONS) PASS AISC- H1-3 0.941 2 1.51 C 0.00 52.52 0.00 8 ST C6X8 AISC SECTIONS) PASS AISC- H2-1 0.621 2 0.42 T 0.00 39.70 22.50 9 ST TUB40201 AISC SECTIONS) PASS AISC- H2-1 0.614 2 1.21 T 8.22 0.00 0.00 10 ST TUB40201 AISC SECTIONS) PASS AISC- H2-1 0.194 2 1.18 T 1.94 0.00 108.00 54. FINISH I 1 C:\Users\Philip\Documents\aaprojects\racetrac\150 mph calc\staad\Partial Side Frame.anl Page 7 of 9 4, o G2 . r tr—'a s2 Go mow' r ji l o rG o4- 4 C 4- X S , 4- 7 2 K' Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC Date Charlotte, NC 28210 MOBILE STORE Sheet No. 704 351 3313 Gorir-7 L M " 4o a 5/ 6, 2- ¢- 9 1 LO Gv = 1 33 aG 3-I 7 L vd o1 Ax e - L c. .- 1. 3 3 r o , r o . 6 6 • 1.4 ri„ N IWti rr R., art- EX rz Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC Date Charlotte, NC 28210 MOBILE STORE Sheet No. 4-V 704 351 3313 2001 North American Specification Project: RaceTrac Mobile Store Model: Wall Stud Date: 4/28/2015 i y?+r . R 1}. l ra vw••r, C - J . " r}i7f' qr 1 8.0. j _a.'••am "- elfi-_1 F t' R1 9.30 ft Section : 400S162-54 Single C Stud (X-X Axis) Maxo = 1451.5 Ft -Lb Moment of Inertia, I = 1.098 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 50.0 ksi Va = 3371.6 lb Unif Ld Ib/ft I R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb in) Ft -Lb Ma(Brc) in) Ratio Center Span 919.0 0.633 919.0 Full 1451.5 0.633 0.442 L/253 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(lb) in) Ib) Ft -Lb) Value Req'd ? R1 395.3 1.00 628.1 0.0 0.76 No R2 395.3 1.00 628.1 0.0 0.76 No Combined Bendinq and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load Ib) Ft -Lb) Factor V/Va M/Ma Unstiffen Stiffen R1 395.3 0.0 1.00 012 0.00 0.01 NA R2 395.2 0.0 1.00 0.12 0.00 0.01 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Intr. Span Ib) KyLy KtLt KL/r (Ib) P/Pa Value Center Span 0.7 (c) None None 186 1815.0 (c) 0.00 0.63 t 4-1 v 2 G 4- P 4, F S r 1,07 g•3 G- • H55¢xZ-y.o Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC Date Charlotte, NC 28210 MOBILE STORE Sheet No. 704 351 3313 CFS Version 7.0.0 Page 1 Section: 4x2x083 post.sct Philip Ritchie Tube 4x2-14 Gage Ritchie Engineering PC Rev. Date: 4/9/2015 11:07:29 AM By: Philip Ritchie Printed: 4/29/2015 8:41:07 AM CI CFS Version 7.0.0 Page 2 Section: 4x2x083 post.sct Philip Ritchie Tube 4x2-14 Gage Ritchie Engineering PC Rev. Date: 4/9/2015 11:07:29 AM By- Philip Ritchie Printed: 4/29/2015 8:41:07 AM Member Check - 2010 North American Specification - US (ASD) Material Type: A529 Grade 55, Fy=55 ksi Design Parameters: Lx 9.300 ft Ly 9.300 ft Lt 9.300 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None k 0 k Red. Factor, R: 0 Lm 20.000 ft Loads: P Mx Vy My Vx I(k) k-in) k) k-in) k) Entered 0.700 15.800 0.500 0.000 0.000 Applied 0.700 15.800 0.500 0.000 0.000 Strength 7.729 32.661 12.558 18.947 5.711 Effective section properties at applied loads: Ae 0.95070 in^2 Ixe 1.9834 in^4 Iye 0.6786 in^4 Sxe(t) 0.99171 in^3 Sye(1) 0.67857 in^3 Sxe(b) 0.99171 in^3 Sye(r) 0.67857 in^3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.091 + 0.497 + 0.000 = 0.588 <= 1.0 NAS Eq. C5.2.1-2' (P, Mx, My) 0.028 + 0.484 + 0.000 = 0.512 <= 1.0 NAS Eq. C3.3.1-1 Mx, Vy) Sgrt(0.234 + 0.002)= 0.485 <= 1.0 NAS Eq. C3.3.1-1 My, Vx) Sgrt(0.000 + 0.000)= 0.000 <= 1.0 S 1- o -T rL5 L- L- ( 1--, 8'-4" 93" 1 93 8" //-- S4 8 13@6 1 /4/"=6'-9y4 ems P %L'r I 1 2 G^ a PSF G S P. art,, L (J T,.. - /3( 7C fi Z/Z//• _ 3''1 ''1 14- Grz 5 4v urn• P r / I a •y /L. 'L P /Y .. C r +I is l ! I 1 /I _ tr r 4- Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC Date Charlotte, NC 28210 MOBILE STORE , Sheet No. 704 351 3313 n A-vtilw. %% G-vL r z P r • / 13 1 ev L- -P / () 1 47 s.. (J lob J C-r — _ • ? S (4 I ) (r , ) 2 ; (/ Z t Z = 4- 14- ti s S 19G q.3 Taor-- L—LI- S P -ST w..r ovS K Cor— 1 i L icy G'1- f- L P P G 2•' O. D Z C w'r/ r g c. wrar'-C.-4 Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC Date Charlotte, NC 28210 MOBILE STORE Sheet No. 704 351 3313 t ti n, 4- P, s r (Li a-=,, r-, a 7- ,I210-- r, . C? . ^ S ,4 Ir f44. 2 ,r a << Z -7 Philip F. Ritchie, P.E. Project Engr. PFR 3023 Markworth Ave. RACETRAC Date Charlotte, NC 28210 MOBILE STORE 704 351 3313 Sheet No. 3 Revision Response to Comments Permit # i ()/ O Project Address: Contact: r k c-k? f o es City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.9152 Email: building@sanfordfl.gov i Submittal Date Ph: _' Fy7 `a 7 ' Fax: Email: daf{s Trades encompassed in revision: F Building Plumbing Electrical Mechanical TAR 13 10% General description of revision: Life Safety Waste Water 1 ROUTING INFORMATION Department Utilities Waste Water Planning Engineering Fire Prevention 9' Building Approvals D L-ETTER---O-F 1jjjjj;j TRANSMITTAL fannath Design, Inc. 2494 Rose Spring Drive Orlando, Florida 32825 407)982-9878n(407) 208-1425 www.tannathdesign.com To: City of Sanford Attention: Joy Deen Address: 300 N. Park Ave Date 01/13/2016 City: Sanford Job: RaceTrac #167 Osteen Permit #16 0190 State: FL Zip Code: 32771 Re: Requested Information Phone: 407),688-5152 cc: Via: Mail 121 Courier Express Mail COPIES• 5 Mobile Unit Elevations and Set up instruction pamphlet 5 Life Safety Plan with ADA Ramp drawing For Your Approval For Your Use 9 For Your Review As Requested Comments: Please Call Bryan Potts, P.E. if you have any questions or concerns - (407) 982-9878 ri 'f - - 4 --,- , "j10. - . . I 4,i!f 14 44 now MOBILE STORE mom 1% mom 0 1. Coordinate site closure with Operations Ensure all entrances are blocked with barricades and caution tape Ensure all guests are off the lot Verify a minimum clearance of 140 ft. for unit delivery 2. Guide drop of mobile unit from self -offloading trailer or crane As unit offloads or is being set, ensure location coordinates with pre -determined site plan Ensure unit is being dropped in a safe manor so as not to damage exterior fie • •. M 1. Remove vertical ENTRANCE pergola from unit Use on -site forklift to facilitate Safely place pergola flat on the ground 2. Install ENTRANCE pergola system Place protective blankets on forklift blades Using the forklift, raise the horizontal Entrance pergola With a minimum of 4 people, stand vertical Entrance pergola underneath raised horizontal Entrance pergola Secure horizontal and vertical Entrance pergolas at L-connect use a rubber mallet, if need, to secure connection) 3. Remove vertical EXIT pergola from unit Use on -site forklift to facilitate Safely place pergola flat on the ground Vj 4. Install EXIT pergola system Place protective blankets on forklift blades Using the forklift, raise the horizontal Exit pergola Install 2 angled poles to the left and right of the Exit door; secure with bolts Attach angled poles to horizontal Exit pergola Ensure the connection is secure and safe General Contractor"S Responsibilities iR"vBvc. Mobile Store Assembly 6. Install ENTRANE and EXIT ramp system Identify the 3 entrance ramp components and 2 exit ramp components Install the entrance landing; ensure is flush with the entrance door Install the 2 entrance ramps and secure the connections with associated bolts Install all 3 handrails and rear safety rail at entrance Install exit landing; ensure is flush with the exit door Install exit ramp Install both handrails and 2 safety rails at exit 7. Install exterior lighting and signage Install exterior lighting and security cameras For lighting, secure with a screw in the top and bottom of the light's base Install exterior Entrance and Exit signage; ensure connection is secure Install RaceTrac Logos (x2); ensure connection is secure Logo Entrance Exit Lighting Camera 8. Hook up water, power, and low voltage Run individual conduits from the building to mobile unit for power, low voltage, and water Hookup electrical power from the main building to the main disconnect of the unit Run water lines with filtration system to water connection on unit o Connection must be in potable water line, not just a hose o Relocate the store's current filtration system or any water filtration system) for coffee offer Run low voltage line from inside the existing building o Low voltage cabling must be T1 cable, housed inside a conduit Main Disconnect 4 4 Incoming Water Line Sink Drain Line Emergency Shutoff 9. Anchor unit to the ground Core drill holes into the concrete Bolt unit into the ground o Ensure anchoring system coordinates with Structural drawings o Ensure anchor plate placement and anchor plates and bolts coordinate with drawings; if different, approve with Boxman r > 10. Install interior shelving and peg hooks Space shelves and peg hooks according to Operations request For shelves closest to exit door, angle as seen below a`:: FYI a1 i A Am acat v 1 .T Arlo F ast r " Avg ya> 1.5em 1-, rs: t l _- t 1. Setup Manager's closet and POS systems Pull data from store to unit (through the conduit) Install switch Remove access point from the store, re -install in the mobile unit Remove 2 POSs, PC, Backoffice from the store, re -install in the mobile unit Ensure systems are running properly; test transitions before leaving AR Switch PC tower Operations Responsibilities Agcorrac. Mobile Store Assembly Final Setup ti. EXIT onto_ ac0"C. I+. RaceTtac. Mobile Store Assembly 0 1 t Raceriac% Mobile Store Assembly Final Setup W7, - ENTRANCE OUT OF THE BOX THE INTENT OF THIS PROJECT IS TO EXPLORE AN ALTERNATIVE METHOD THAT ELIMINATES THE'SK REMODEL TEMP. SPACE' ALLOWS FOR THROUGHOUT THE REMODEL PROGRAM, AND TO CREATE A FOR ft.—TF.c. THIS PARTICULAR OPTION EXPLORES THE CONVERSION OF A TYPICAL AO'XB' USED SNIPPING CONTIUNER THAT IS TRANSFORMED INTO AN APPROX. 300 SF TEMPORARY MOBILE STORE. THE UNIT WILL PROVIDE TWO POINTS OF SALE, A BACK OF MOUSE AREA FOR A MANAGERS DESK AND A SINGLE COMPARTMENT SINK, A LIMITED OFFER OF PACKAGED GOOD AND SERVICES, ALCOHOL AND TABBACO, AND A COFFEE OFFER. THE MOBILE STORE WILL BE LOCATED DIRECTLY INFRONT OF THE EXISTING STORE BEING REMODELED IN ORDER TO KEEP MIN. DIST. REQUIREMENTS FOR ALCOHOL SALES, AND FOR EASE OF MECHANICAL AND ELECTRICAL CONNECTIONS FROM THE MAIN BUILDING TO THE MOBILE UNIT. A SEPARATE MOBILE UNIT WILL PROVIDE THE NECESARV RE TROD FACILITIES NEEDED FOR OUR GUESTS. 0# TRADITIONAL SHIPPING CONTAINER 1 02 SHIPPING 7 CONTAIAS IS RETROFITTED AS A TEMP. SPAC- AND DELIVERED LONG MOUNTEDTHE BACK OF THE UNIT MAXIMIZES. THE BRANDING y^ + O3 QF.DRtTHTENIGHWYSSEE UNIT THSYSTEM1 TRANSFORMATION BEGINS ov AM AVIIIIIIIIIIII t ict UNIT IS SET a .n. La............. ... AND ANCHORED 5K Remodel: Temp. Mobile Store 01 04 TRANSFORMATION CONTINUES F - ull! Iin, 17 I alul- " j- TRELLIS IN MOTION GAS CANOPY EXIT VIEW C EXPLODED NIGHT PERSP. CpFFE COFFEE INTERIOR PERSP. STORE INTERIOR A BACK OF HOUSE PERSP. 5 4 3 2 1 D C ItM1! I C EDGE PROTECTION PROVIDED AS PER ANSI AT 17.1, SECTION 405-9.2 HANDRAILS TO COMPLY WITH ANSI Al 17.1, SECTION 505 1 ADA RAMP - EDGE PROTECTION DETAIL Scale: 1' = 1'-0' T-11' 3X7 ALUMINIUM DOOR W/ EXIT SIGN W/ ACCESSIBLE HARDWARE AND EMERGENCY LIGHTING THRESHOLD PER ANSI A117.1 O FSH;?!VIING5-0'0 EXIT 3 B A HANDRAIL CROSS SECTION W/ ANSI A117.1. 5 7 OCCUPANCY LOAD CALCULATIONS 197 SF. 90 SF. 4 = 1 60 GROSS 300 GROSS SF./PERSON SF./PERSON 5 TOTAL OCCUPANTS x 0.2" PER OCCUPANT = 1' REQUIRED EGRESS WIDTH. 1 PLAN OCCUPANCY DIAGRAM NOT TO SCALE l0'-0' ALL EXTERIOR LIGHTING AND SMOKE DETECTOR Al 17.1 E TO CONFORM TO ANSI IN CEILING SIGNA FOR ACCESSIBILITY TURNING RADIUS \ / SERVICE V GjREFRIGERATEDCASEREFRIGFAATEDCASE '" --- STATION COFFEE STATION I g 5 ; ® ; LIP UP MAX. TRAVEL DISTANCE 24 -0"---------- ----- ---- FDOORsO ' r.-- O L, ---. .... o m ` FINISH FLR. I6 112-) SD O 1 t o ABOVE GRADE , t___________ -_EXFT ; SERVICE LANDING RARE n STATIONO ABOVE 1 FE SHELVING 0 1 1t11 i 11 LEGEND SYMBOL DESCRIPTION/REFERENCE FINISH FLOOR ELEVATION E® EXIT SIGNS so SMOKEDETECTORS FE FIRE EXTINGUISHER OBUILDING CODE EXIT LOAD EXIT LOADX TOTAL OCCUPANCY PER BLDG CODE NOTE: THIS ISA EGRESS WIDTH CALCULATION AND NOT A MAXIMUM OCCUPANCY COUNT, MAXIMUM PLACARD OCCUPANT CONTENT TO BE DETERMINED BY LOCAL FIRE MARSHALL PREPARED AN FOR LIFE SAF 5LB FIRE EXTINGUISHERS z z 1 5LB FIRE i EXTINGUISHER Qa 2 aat 2 1 ALUMINIUM RAMPS AND LANDINGS BOLTEDISCREWED TOGETHER ON SITE. TYPICAL. SLOPE EQUALS 1:12 ANSI A117.1 COMPLIANT METAL RAILINGS AT ALL RAMPS AND LANDINGS, TYPICAL GRADE 3 -0' 4 -6' LIFE SAFETY AND ACCESSIBILITY PLAN Scale: 1/2' 5 4 PUSH 5___1_____ 6' O PULL e i x 1 0 RAMP RUN 3X7 ALUMINIUM DOOR W/ oRE ACCESSIBLE ANDERDWANSITHRESHOLDPERANSIA1171 0'0')0.)Q LANDING (0'-6") ; GRADE-..,. ABOVE GRADE lI EXIT SIGN W/ EMERGENCY LIGHTING 0 4 B 12 16 Fr 3 2 cluck D 2923 S Trio- St, S-rte 2=6 CralCra 4C 2a2 7 D4 405 9t33 D REVIEWED BY CLUCK -`K Cum ETYANDEGRESS, ONLY iy'se""ujFo ,,•^•. y ; 51695 Lo `X+4t D Race Trac DOUR" HOLLOW CORE BIRCH, Temporary Mobile StoreDOUBLEACTINGDOORMobileIUStore prepared far. Boxman Studios Mark Date Description 01 06/13/14 Life Safety Drawing 02 /16/14 Revision 01 0703 07/02/14 Revision 02 19v COMP SINK OAS ly HVAC SD F7S' 6• MANAGERS WORKSTATION B SMOKE DETECTOR IN CEILING Tnd Drawing is me po m of cluck a,k a — to cs repratluaey n wnda a in part. It is to lb used tar ma prajeat and sRe Pr.-taly . a..0 xan and as not to Ee used on any otlrerpropct. m a aaw" • m ea ,ammad ppan ma writren raapast m cluck. V 2— — dmgn aauappapva al wy,o nerved. A Life Safety and Accessibility Plan 1 LS1 01 19v COMP SINK OAS ly HVAC SD F7S' 6• MANAGERS WORKSTATION B SMOKE DETECTOR IN CEILING Tnd Drawing is me po m of cluck a,k a — to cs repratluaey n wnda a in part. It is to lb used tar ma prajeat and sRe Pr.-taly . a..0 xan and as not to Ee used on any otlrerpropct. m a aaw" • m ea ,ammad ppan ma writren raapast m cluck. V 2— — dmgn aauappapva al wy,o nerved. A Life Safety and Accessibility Plan 1 LS1 01 STATE ROAD 46 ASPHALT PAVEMENT - RIGHT OF WAY VARIES 7V895(543 E 407.87' 17)4— i NO00 I TANxb iD PMAPSFS E .. WRELMRED. 6'CONCRETE PER pFIALL ON THE SrtEPNN - oM RUCTION ° DRALE D IIrHLAL1 FENCE fIYPICAII y I% I RE.s FENL NDSREDNrt u w —5w x % x%-%--x-x-x-xQ QPR, SFD LDD RODDR k t RENOVE WALL AS w A6EAECESSARY X I vy ' R w w w w N S8956' 43"W 438.06' I t-}- t j E PLANS - NORTH 14E1 M Tjy F E B - 8 2016 *TZ:: vuc.`o GRAPHIC SCALE rsD SUE DATA PRMERTY LOCATpN: 4115 E sR 4 L° 7cEMU.'X1Vullr: CDRREM ZOIJN : DLEERA 4n'oc snxcONO LUL R. LLNME z L SSTI x rtNL«rEH ST— RAR ELN. WILDWG SETRArxa FRONT (WEST) SIDE woRMI ISOU:JIIR (F/ Sil as xv M uA+ aAM J CSTORE 5P St,. SO. Fr. x 1, sPACF PERzaD SO. F'.1 PS°ALES STORMWATER MANAGEMENT: FACAFRES SHALL aL DF& COUNTY AND ST. XHMS RNER WAIFA N GE RASLR o T.EL—IS RF.s setE CF SEEN T s5 JgMLICR. a1OVFAENTS WLLUC aEv ACR E11 MISSUANCEOFEia. ALLCONSRtUCTWNSNALLNEETCC 5 ALL WEMPROV WITS —CO S DFAUIrt .rtFS iHniRMASVP-W NonFv suNSHWE Louroas Form coNm+ucnoN A- 1aoo.Jz.rro.N r AU ac wN x TMT- ST- o LDNSTHD H rNEWe' CONCRETE PA N- CONCRETE P. 2 1 J HP wmda Uma DNLRAOELN- DTO RAD ED.—TL DE M .NP N.o A roAASHTOT-18G CLORp IAnSHTO T-1. 8' CONCRETE PAVEMENT V CONCRETE PAVEMENT TYPICAL PAVEMENT W SECTIONS U Z O .az SNk NORII-EST LIXME—SLL,I011J.tOM 9HNi080u Nl xANGE J, FAST. a co)SEMWQE CpMIr. FLOIUM JI-- saurNa 11'CAST,----O, THE W OLLj NORTHWEST' . DF DRHWEf T 111 ASELTIpN J. AOSN"' JRUwSFEEO Ai pMs,rsnoEWST,F mEW UJNTSEOFMO1NOFSEC—ZQ Z IS vEVJ' EAST. 15m FEET KONO SAIDLME TO THE EFST RgMOF WAY LIE N OF CN.ERON AVENUE: THENCE CONIMIIE NORMSS'S!'U'EAsi. apbTANLE 0i 13,m FEET FORA PORTT OF SEGNNNCx TENCE RUN NORM OSWtt- WE51. ]8T3S FEET iO IDSOU T11 RxiROF WAr lL LWE MO.N: TENCE RIM NgiTI SSSC. J-EASL ALONG SNO SOUTHMGHi OF WAv 7n LINEAFORTNICE OF IBB.]S FEETro T1E WES1ERLr ItIOHf OF WAY LNEOF FIST LNQ MARY W BOULEVARV THENCE RIIn SOUM.aS9YtT•EAST,NONG YP wESTEMx RIGMOF way..JAJ FEET! U mRU To TNIE . W W'JT• EAST. ALONG SA TN EsrERLr RMJHTOF WAV L1E ApSTANCE OF a FEE* ro iFE AFOlwswo sovm LUEaFTNFNONMs1rzACRFsofTHEwEsr1aaFrSTofsApsEeTJONxrHFNceRu+sauMwse.r wesr, A an sAo u.]m-FAFFzo nooFEETrorIEFanTOFaFcraHL. DATE 0511]'18 SCALE 117 D w" y ODP wwwIII DIF EANDA C-1 0 1 DibSTA ANOA NSTRUE1 OF RgRTO $TMiOC LP6TRUCigx —TIN. VERSN)IRRPL,LDN JErE E.PL LLNLRETE LLJ CL 1 STATE ROAD 46 J i ASPHALT PAVEMENT - R/OilT OF WAY VAR/ES N89 56'43'E 407.87' ULTpN Ou RIrYRGU T1 NOREF UNP •- S ENCE F-P-A ®%_%-i- -r_P_P 3. IT APPROVED ENGINEERING PLANS DA T tBY2 RELOCATE OMPMEM AS NECESSARY rSB3' S89 56'43"W 438.06' m—). ems. SZ -a GRAPHIC SCALE f-.Zo SITE DATA R]OPERTr LOGTIOX:. <]t5 ESR 48 vARCEL ID: O1R0.1 WEW]]00000 DCAt MUNICWP4TY: CIiYOF SAIWORD NO USE: GCIGENEIULCDLMEFCYL, EN. ZQMN6: G4P PAOPOSEO USE: ---REwRHCgNENET]CE STORE TOTKOYEWdLPMfFLAREA: ]A]5PC saw]D sE]sArxs PRonT lwe n swE NORm, m SfOF(SOUR11 PF' REAR IEKRTI 10 MPPYWWME i M NNpgCauIREO CBTORE %It SPACF PER AR SO.FF.I n5PA0E5 r rK PARIa]c RE nsPAtss DPRo L[ sTnnoARD PARNNG sPPCEs n sFAcss Np A wno SPALEs PSPACEs TO PFOVRIEO HSVACE4 STATER MANAGEMENT STORuwArEq FAaurlEs sNnu eE l]ESIrx]EO AROPERwnEowAccoROAncE wIW aRANF;e COUNTY AND ST.—W—wATER1AANACEF]EM per 7. GENERAL SITE NOTES: 4: t. nfE CONTRMTORSRESPIX+SBLE FOft CBTATPRm KL PERAIFTS. L AIFCRSTrTES EfwLBEEN FIELD Kf ffEO —ATKLFgMSOFCaNFffCTIONANO 3 LPLBLIL WItOVEFErtt wCLUdNO AOUCEF]T SIOEwAlP9 v]LL BECMELFEDAT ul wSPECTNIKAM' DAfuG[U BRMEt1, DR CMGPE SEGMWs SNPLI BE AE%.ACED vRIOR TOISSW.NCE OF CEPTWTATpNR CF OLCtWFq:r. P. ALL CONSIRIICODN S1fAlL NEST COUNTY REpUIPEMEF]TS. 5. KLSREN]PRP/EMENr59wVLtLNFpWf00.DA PNO FLORDP. ACGES6IB]Itt LODE. THE CONTRACTOR IS —LEE FM THEN— lOGrgN AxO FIfOTECTroF] S NOt,NSUNSINNE.LOGTOR.S Fam-9DNTIN1NWxKVWORroREOwMNO SxKt. cfNSTgUCTqu PT f-BW.3HPN, MOtIDAY THROOGH FRDAY T.00ANT0<90 PM. T, Au cor]srRucrxx].FFATEAXO MERrSNPLL LN1r r cuRREnT EnnIOr+SOF T. I]ESFGN siNAAROS,+1E siANDARp —SVECYTGOON Fpt RON)AW SRIDOE cuurwcTloN ANOTHE uTury Accaw]DDATIa] NKAPK. ElNEW CLONCREIE PAYENENT ARFA XEwe CONCRETE W]VFP.1FNiAHFI. 6•WWFSIF.OFRAETE s•GOW v3INK.RETE w I V I1; fr SUBGRME ACTED TO tP'SUB6M0E LUI®gLrED TO LBR.O OFNSIrv.1BR.0 pPgN('TOMSNIOT-tM K:CORpWMM91FO T-FSJ r CONCRETE PAVEMENT B• CONCRETE PAVEMENT TYPICAL PAVEMENT SECTIONS I o+ttLNNUoo o 1 ... s COW.ENLEAL iF1ENWOMYE51LIXwEROF SECTIW.].lOYM3TW Lo&luTIt RPNGE 31 SENWMET1-1 FLORUA:TFENCE RIm SOUTX Wp01r EASr,A1AAOlNE 1YL3111ETNIXtDFwESi1NOF1tENORTXYEST1. DF SAID CiON], IOOFHCE OF]ELL] T1WTHESOUMLOFOTENORTH5tRACRESOFilEWE5iIROFSPDNdtTiN.£SiUNdiTMWESi1NofSEC1fONSTHENCENORlH 8936'tTFlB}.15L0 FEETKONG SAIDLNEro IIEEASTRbROF WAYLNE OF CAIERONAVEMIE: iFENfE fANIWAIENOMT1B955'1]•EA6T. A06TPNCEOFMfABF Pon]TOF REDwwI¢ rfeNLERUN Frown a'scrwEST, zr,.»Fffr ro THE safrmu LNE OF SPATE ROPO Fro..Y. iNENLE RUN NORDI ESSFATEAST KONOSAIDSOUiN PoG1 I LNf.AdsTANCE aR 1SST5 Fl rro TNEtNE5IE1LLr RIOf(TOFNAYLHE OFFssi LLIEN u Arm: nrencE FUN sourN,.rar]r FAxT. KONDsaow sTRm-r RloNroFwAr. I . S` _ Ru SWTH. 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F NORTH SOP wWq YEANOAMA%IWMOFDSrPTrtOFcpL:tRutipN OATE scALE Ol xa' DRAwN ar vROJECT 1AwBEfE 0 57 Dfl5DDP kll INSPECTION SEQUENCE BP# 16-190 ADDRESS: 4115 East SR 46 BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use 1000 Final Building (Other) Temporary Structure ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final