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HomeMy WebLinkAboutCO & DOCS - 01-00021 - Erikson Pontiac GMC - New Car DealershipCERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R-oi-o6-o6 Building Street Address: 890 W. Main Building Owner: Erickson Pontiac Contractor: Teton West Steel Description of building or portion of building for which this certificate is issued: Car Dealership Occupancy: Full This Certificate issued rsuant to the requirements of Section 109 of the Uniform Building Code, certifies that, at time of issuance, this building or that portion of the building that was inspected on the date listed was f ouni to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. C.O. Issued by: Fire Department Date: February 4, Buildin j cial There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved future d said f t change Electrical Department Water Department BUILDING PERMIT APPLICATION REXBURG, ID DATE k ,;: NO.,t,. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER BUILDER — STRUCTURE: O RESIDENCE FOOTINGS CONCRETE 0OTH Jae FOUNDATION CONCRETE MASONRY 0 OTHER BASEMENT O PARTIAL FULL ) FLOORS WOOD CONCRETE O OTHER EXT. WALLS 0 WOOD O MASONRY O CONCRETE VENEER AL STUCCO INT. WALLS • • 0 WOOD O MASONRY CONCRETE RYWALL PLASTER O TILE CEILING ( ROOF O wooD O DRYWALL 0 PLASTER O TILE ACOUSTIC OPEN 0 BUILT UP. 0 WOOD SH. CI COMP SH. O TILE 0 ROLL ROOF. uETAL HEAT UOIL O COAL 0 FIREPLACE 0 ELECTRIC This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and that the work to be done as shown in the plans and specifications will be com u- ,�- ..;.�.,_,_,.,.:. ._„ ti ns pertaining and applicable thereto: The issuance of the permit does not waive . o , _. . REMARKS: DEPARTMENT OF BUILDING & ZONING VALUE f' 9 FEE PAID BUILDING INSPECTOR XNEW 0 COMM. JOB ADDRESS ARCHITECT 0 REMODEL 0 ADDITION 0 EDUCATIONAL 0 GOVT 0 RELIGIOUS 0 CASH 0 CHECK - DESIGNER O REPAIR 0 RENEWAL 0 FIRE DAMAGE O FENCE 0 PATIO 0 CARPORT 0 GARAGE 0 AWNING DATE APPLICANT ADDRESS PHONE WHITE Owner's Copy CANARY - Budding Department's Copy PINK Assessor's Copy GOLDENROD - Inspector INSULATED WAL LS CEI1JNG tRIMETER is hereby agreed CITY OF REXBURG, IDAHO APPLICATION FOR BUILDING PERIYIIT Date ofApplication - /e- (9 / OWNER �r Name '�f�J st Aa. Site Address - e.s7-77zx 0 •,t/- City /State/Zia Signature of Inspector Mailing Address / ..y te/J Permit No. E- ®` -®‘ .� , P 4 , 4 v Telephone/Fax/Mobile 2d 3 s - sze,4 rS - -4'4467- 7- .3705'/ ��SS 9a- CONTRACTOR Name � / G� .5,> / - Mailing Address • oJ S 33om ele. y City /State./Zip p . � 4 ea D Telephone/Fax/Mobile .736 - '7 ..6, PROTECT INFORMATION Architect or Engineering Firm e" �— Ida Lic.No. Plan Name Subdivision ease att Lsa4p. Block � .. - • - .:� '. '. � , • 1 (circle one) Resider ' /CommswaLaducational/Government /Religious Description ,if�.0 u (;Examples: i'ew House / Act . �i ion pres utuse / t•ornrnerczai Remodel) Square feet p o a No. of Stories / Height of Buiidin_ .,p , f Basement_ finished/unfinished Garage sq. fee, rag feet Patio / arport/Awni g What will Structure be used for (including name of business if applicable): ` Zeal( ,e If used for a multiple family unit please indicate number of units: Total Estimated Cost /Do Dom • m o Will dwelling be in a flood plain? Signature of applicantL�- �, * * * * * * * * * * * * * * * * * * * * * * ** ** ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FOR OFFICE USE ONLY UBC Building Permit Fee 9 % .5, J Tax Code Zone Plumbing Permit Fee �,D, /•rr a Building Type Digging Permit Fees JUN 2 5 2001 Linear Foot Charge ( Mt Water -& Sower Fees 2SD ©, 0 'd r CITY OF REXBURG Plan Check Fees .597: OD Total /4 l a), ��- Rough Plumbing :Septic Ta k a Fixtures Water Pipi g Complete Sewer Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer OWNER Address *'r` Tel. ' Name Lot Name Address ,.. 1 **"/,. , Blk. Add. CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT PLUMBER NATURE OF INSTALLATION Use , DESCRIPTION OF WORK Plumbing Permit Sewer Inspection Inspection of Pipe Inspection of Fixtures Rough Plumbing - Sewer Other Finish Plumbing FEES PAI fl JUN 2 5 2001 .Y OF REXRUa S TOTAL $ Received: Date ,•? r By INSPECTOR'S RECORD N INSP. NAME Excavation & Earthwork: Concrete: Masonry: Roofing: Drywall: Painting: 7>d9W4l eel-e S Insulation:. jj&I;7 G7-47 a. ..-- Floor Coverings: c Plumbing: Heating; Cam , _ Electrical: Roof Trusses: Other: Siding/Exterior Trim: 4 .4ilee SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) SUBCONTRACTOR LIST Floor / Ceiling Joists: 7 Cabinets: 7..0 /O.tt REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg Pursuant to the provisions of the Uniform Building Code, the undersigned requests that a building permit be issued for: ERICKSON PONTIAC GMC, INC. Acknowledgment is made that the plans for the complex are not complete and that final approval of the building will not be given until the final plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect/Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. This Conditional Building Permit is for footings and foundation only. We further absolve the City of Rexburg and officers and employees thereof, of all responsibility for the issuance of a partial permit and further agree that any work performed under this permit will be removed or otherwise corrected to be in accord with the requirements of the final approved plans when a permit for the entire building or structure is finally granted. Dated this/ day of ��� , 2001. Approved b .4 • I gn Des ntelligence, LLC Structural Engineering Call: (208) 359 -1461 135 East Main, Suite A Rexburg, Idaho 83440 Date: October 26, 2001 To: Val Christensen Assistant Rexburg City Engineer City of Rexburg Subject: Erickson Pontiac GMC Dear Mr. Christensen, FAX: (208) 359 -0740 Attached please find a copy of the letter received from Mr. Clifton J. Perkins regarding the bolt inspection for the above references project. This letter completes all actions relating to special inspections. Please call me if you have any questions. Respectfully, Scott A Spaulding, P.E. Design Intelligence, LLC 1 10/25/2001 16:41 208 - 356 -7989 October 23, 2001 To Whom It May Concern Re: New Erickson Pontiac Building Rexburg, Idaho I have personally reviewed the bolt tightening procedure and have completed site inspections for the structural steel frame on the above project. I find that the bolt tightening is in conformance with the "turn of the nut method" as outlined in the Uniform Building Code 1997 edition. Please contact me should you have questions. Very Truly Y urs, Clifto J. Perkins, P.E. 1915 armel Idaho Falls, Idaho 83401 TETON WEST CONST. PAGE 02 Comment Number Description Comment #1 Resolution — See Sheets C -5 Provide driveway approach details as per the City of Rexburg Standard Specifications. /comment #2— Resolution — See Sheet C -6. Show area of road construction on 1500 West to be included in this project. Change typical street cross section to identify 3" of asphalt over 4" 3/4 " crushed gravel over 20" of Granular borrow. C omment #3 Resolution — Permission Attached � Procure State of Idaho Highway Department permission for connection into State storm drain system. Comment #4 Resolution — Permitting in Process — see attachment Procure State of Idaho Highway Department permission for driveway access on State Hwy 33 (Main Street). mment #5 Resolution — See Sheets C -1, A -2, S -3 and A -6. Provide better details for handicap parking and egress from parking lot into building. Identify signs, asphalt painting, degree of slope, etc. Comment #6 Resolution — Letter attached Provide Engineers letter or new foundation plans that will accommodate the changes in seismic from 2B to 3 and wind exposure from B to C. Comment #7 Resolution — See Sheets — C -3, A -2, A -5. A -6 Provide handicap access from showroom to Northern portion of building. Please include details. Comment# 8 Resolution — See Sheets A -2 and A-4 Request variance on installation of ADA compliant handicapped employees are hired. Change locker room so that it will be accessible to handicapped. , ,r N o7 A L G 4 Comment #9 — Change parts room from B occupancy to S De nt intelligence, ence, LLC Structural Engineering 466 South 3rd East Rexburg, Idaho 83440 Date: June 15, 2001 1 Call: (208) 359 -1461 FAX: (208) 359 -0740 To: Val Christensen City of Rexburg Plan Reviewer Subject: Plan Check Review Comments - Erickson Pontiac GMC New Facility Dear Mr. Christensen, Please include the following resolutions in your final review. The attached drawings included only those that required revision. All revisions are clouded. Resolution - Items stored in the parts mom include metal and plastic parts (plastic parts being only 20 %), touch up paint less than 1 gallon, specialty oils approximately 3-4 cases. Based on these quantities we believe the occupancy of the Parts area fits the S -2 occupancy in which case no separation wall is required. If you have any questions please contact Jim at Erickson Pontiac GMC. He is the part manager and can answer any questions you may have. occupancy. Provide list of items to be stored. If items fall under low hazard storage criteria then provide separate room with 1 -hr separation or storage cabinets that are constructed and certified for storage of the materials that will not meet the low hazard criteria. pomment #10 /Resolution — ADA compliant Sales /Service Counter details added. See sheets A -4, A -5 and A -6. Where sales counters and windows are provided provisions must be made for the handicapped as per 1997 UBC Section 1105.4.4.3. Please provide details. Comment #11 Resolution — Note requiring liquid tight construction added to Sheet S -3 Showroom floor, Service Department, Body shop and Paint Shop floors must be constructed as per 1997 UBC section 307.2.2. Comment #12 Resolution — Submitted under separate cover Provide notes or details for firewall penetrations by utilities. Comment #13 Resolution — All interior walls are covered bottom to top with a metal liner. The roof insulation is covered with WMP -10 Polypropylene with a flame ad of 15. Copy of specification attached. If insulation is not covered by fire - resistive material, provide notes requiring surface to be flame spread rated at 25 of less. ,w, mment #14 Resolution — See Sheet F -1 Provide 1 -hr separation around boiler if over 400,000 btu. Comment #15 Resolution = Specification for air exchanges added to Sheet M -1. Provide mechanical notes and details which identify air exchanges for bathrooms as per 1997 UBC Section 1202.2. Comment #16 Resolution — Specification for air exchanges added tivSheet M -1. Provide mechanical notes and details which identify venting for H-4 areas per 1997 UBC Section 1202.2.4. /Comment #17 Resolution — Submitted under separate cover. Show details of firewall connection at bottom of roof sheathing. ,fire Department Comment #1 Resolution — The fire sprinkler /alarm plans are being prepared. Plans will be submitted for review 'SAP. Fire Sprinkler and Alarm system plans not submitted. Fire Department Comment #2 The manufacturer /installer has been provided with the specification. Details will be provided ASAP. Paint Booth must meet the attached Manufacture/Installation specification 1 • Please call if you have any questions. Scott A Spaulding, P.E. Design Intelligence, LLC 2 Attachments QTY DESCRIPTION UNIT PRICE AMO NT I � I Y Cr - T - ' O e� A)4) &7 0 0 '1" Qi-_-_= cwt b. Li • 460 METHOD Sh ❑ Check Billing ❑ Customer OF PAYMENT: No. SALE A/R SURCHARGE ON SALE SUBTOTAL IDAHO ON SHIPPING TOTAL TOTAL No. SALES TAX SUBTOTAL No. /HANDLING / 1 TOTAL 4 QV ITD -2639 4.98 W 27- 220715 -0 Address DATE: Customer P 'ACI. C--114( Address � 4011 S f� City State - State agenci: s will be billed th Issue MISCELLANEOUS SALES INVOICE IDAHO TRANSPORTATION DEPARTMENT ugh the inter - agency bill process as prescribed by Idaho Code 63 Sect. /Dist. ity Received by INVOICE NO. Zip Code Zip Code :3(/ O. Customer's Signature 014939 SEQ NO. 1VIP TO MP PERMIT NO. REC NO FEE $ O66 1TD -21 10 11-96 W 27.152800 -2 APPLICATION AND PERMIT TO USE RIGHT -OF -WAY UTILITIES PROJECT NO. Route Station To Station Distance from Nearest Town OR Jct. ❑ Inspection Fee Required $ ❑ Performance Bond Required $ Distance From: Centerline Ft. Right -of -Way: Ft. (Overhead/Underground) Angle of Crossing Potential (v, kv) Vertical Clearance Ft. Size of Pipe In. Pressure PSI Depth In. Method of Installation (Jack/Bore/Cut) A PLAN OF PROPOSED WORK AND APPLICABLE TRAFFIC CONTROL PLANS MUST BE ATTACHED Special Provisions: I certify that I am the Authorized Utility Company representative and request permission to construct the above facilities within the State Highways Right of Way in accordance with the general provisions printed on the reverse side of this form, the Special Provisions and the Plans made a part of this permit. This permit shall be void unless work is completed before GG Compan nd Address re Type Access Control Board Minute Entry Date All applicants shall be held responsible to Idaho Code Title 55, Chapter 16 Comer Perpetuation and Filing, Section 13, Monuments disturbed by Construction Activities - Procedure - Requirements. (See attatched) r &/'__• L APPLICfrr PHONE .(f 4117 -2:76 fe CITY STATE ZIP SIGNATURE OF AUTHORIZED REPRESENTATIVE DATE Subject to all terms, conditions and provisions shown on this form or attachments, permission is hereby granted to the above named applicant to perform the work described. Local Government Approval When Required State Highway Administrator By: By: Entity District Engineer Date Title: * IF FEE ASSESSED, PERMIT IS NOT VALID UNLESS ACCOMPANIED BY RECEIPT (DH -1958) TD 2J,0" 3/91 '7 -15266 �! °+ \4EE5' raffi." Man By e 20 +68 To 24 +00 Station to Station Inspection Fee Required Type Access Control 111 Width 40' ft. Quant it Y one Commercial Car Dealership Type- Residence, Commercial,Field,Queer etc Explain Other/ puniness Type: 2. Fence along area of full will access be gained to will be permitted within and grasses, no trees or or control. Company and Address L • 4J®tc 3�J 17-12RCEZEgS " `r' =ENE structures V 1 , 4..;. , - 7 ;� 7Ze7mti 'bP� 1/2 mi. West of Rexburg City see Distance 22.-cm Nearest Town OIL Jct. Performance Bond Required MEMO e Special Provisions: 1. Existing access will be reconstructed from 24' to a commerciajacce with state approved curb cuts. (drawing provided to permittee). forC g so en is s cora. 00 � to be served proposed property I agree t certify that 1 am the owner d hereon zed ®pLe entat� �e of the� general permit. This permit shall est hereon in accordance with the general �:ec!U cements printed on 1 agree to do the work requested e..,d reverse less, the special provisions contemplated shall made a part ompleted before void unless the work herein 3. The Idaho Transportation Department will be liable caused by maintenance or highway projects. Local Government Amproval When Requii d SH - 3 3 Board Minute Entry Date __... . Est. Volume Posted Speed 55 mph Right 1000+ f t . Sight Distance: Culverts Size control of access may be removed providing at no time ag\S° the property within this area of control. 1Land�ssca e�1 the area of permanent easement with low - 1yYiY1`�3� � .5� d S ` will be permitted wit �, e, F � tc redl IPPIICI! ®Q tr` eR 'FO 00 2075 dd �q 's rS Yews ..._...^.. y Left 1000+ ft . N/A in ' L' Length: N/A ft. within C ` e ;s d p i oceduC v' e s N a :ISE S 87 20410I:IND SPESHISHIB 0&36 CITY 6MS SS@ o form or attachments, �e�ess of Subject to all terms, conditions and provisions shown on this hereby granted to the above named applicant to perform the work described. State ?r . ghw 1 * F mist rat Ma nee Date -m F ° t e e " m''ST 'M I ., DE-,- 06/15/2001 09:22 PHYSICAL PROPERTIES Basis Weight Permeance (WVTR) Bursting Strength Puncture Resistance Tensile Strength Caliper / Thickness Accelerated Aging Low Temperature Resistance High Temperature Resistance Water Immersion Mold Resistance Dimensional Stability Light Reflectance 208 356 - 7989 TETON WEST CONST. TEST METHOD Scale ASTM E96 Procedure A ASTM 0774 ASTM C1136 ASTM C1136 Micrometer 30 Days 95% RH, 120 °F (49 °C) ASTM D1790 -40 ° F ( -40 °C) 4 hours 240 °F (116 °C) 24 hours © 73 °F (23 °C) ASTM C665 ASTM D1204 ASTM C523 WMP-1O POLYPROPYLENE / SCRIM / KRAFT Meets ASTM C1138, Type II, IV VALUES (ENGLISH) 19 Ibs / 1000 ft° 0.02 perm (grains/hrft Hg) 65 psi 125 beach units 40 Ibs /inch width (MD) 35 Ibs /inch width (XD) 0.009 inch No Corrosion No Delamination Remains Flexible No Delamination Remains Flexible No Delamination No Delamination No Growth 0.25% 85% Physical Properties based upon statistical averages. Weight / Thickness +/- 10% PAGE 01 LAMTEC CORPORATION FACING COMPOSITION White Film Adhesive Reinforcing Kraft DESCRIPTION Metallized Polypropylene Flame Resistant Tri- directional Fiberglass/Polyester White VALUES (ENGLISH) VALUES (METRIC) 0.0015 inch 38.1 micron 5 / inch (MD) 5 / inch (XD) 14 Ibs / 3000 ft= 20 / 100 mm (MD) 20 / 100 mm (XD) 23 gm m VALUES (METRIC) 93 gm/ m 1.15 ng / N 4.6 kg /cmz 3.7 Joules 7.0 kn / m (MD) 6.1 kn / m (XD) 229 micron No Corrosion No Delamination Remains Flexible No Delamination Remains Flexible No Delamination No Delamination No Growth 0.25% 85% FIRE TESTING Film Exposed Kraft Exposed UL -723 Flame Smoke Spread Developed 10 10 15 5 CAN ULC -S102M Flame Smoke Spread Developed 15 30 15 45 BRITISH STANDARD 476 Parts 6 and 7 Summary Report Class 0 Surface "LAMTEC" AND "WMP" ARE REGISTERED TRADEMARKS OF LAMTEC CORPORATION Lamtec Corporation Bartley- Chester Road P.O. Box 37 Flanders, New Jersey 07836 -0037 USA (973) 584 -5500 (800) 852 -6832 Fax: (973) 584 -5178 6/97 gn Des Intelligence, LLC Structural Engineering Call: (208) 359 -1461 135 East Main, Suite A Rexburg, Idaho 83440 Date: August 21, 2001 To: Val Christensen City of Rexburg Rexburg, Idaho Subject: Response to concerns noted in your letter dated 08/20/01 Dear Mr. Christiensen, 1 FAX: (208) 359 -0740 Comment #1 — I have included a set of calculations with this letter verifying that the framing in the show room area is adequate to handle the applied wind shear. Comment #2 — As it turns out, the six boilers are very light so the applied loads to the beam and to the floor slab below are within the limits of both these structural features. Comment #3 — The interior walls of the Mezzanine have been reinforced for shear using Simpson metal strapping applied as directed by me. The strapping as placed will be equivalent to the 5/8" sheathing originally planned for this area. Comment #4 — Special Inspections — I have requested the concrete test data from Teton West along with the planned schedule for performing the bolt tightening tests. Teton West has been asked identify areas where they performed field welding so it can be inspected. Comment #5 — Headroom in the mezzanine areas has been reduced due to the installation of the sprinkler system. It more severely impacted in the area where the boilers will be installed. I have instructed Ericksons to have their painter paint the pipes and any other obstructions that encroach into the headroom area to be painted red. This action should provide sufficient warning to individuals that may be in those areas. Finally, I have spoken with the glass contactor on the glazing required for the 1 hour fire wall. He will be providing a hollow metal framed wire glass with tempered glass behind separated by 1" of air space. According to his supplier we are only required to provide a 20 minute glazing in doors and windows. The contractor has been directed to fax me the code references for this. Upon receiving this information I would like to visit with you to confirm that it is acceptable. Please call if you have any questions. Scott A Spaulding, P.E. Design Intelligence, LLC 2 Scott Spaulding Design Intelligence 135 East Main Rexburg, Idaho 83440 Dear Scott, Cify STATE OF IDAHO www.ci.rexburg.id.us 2 ecelury P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e mail rexburg @ci.rexburg.id.us I have reviewed the Erickson Pontiac drawings that you have provided me and have identified the following discrepancies: 1. Provide driveway approach details as per the City of Rexburg Standard Specifications. 2. Show area of road construction on 1500 West to be included in this project. Change typical street cross section to identify 3" of asphalt over 4" of 3 /4" crushed gravel over 20" of Granular Borrow (Pit Run). 3. Procure State of Idaho Highway Department permission for connection into the State storm drain system. 4. Procure State of Idaho Highway Department permission for driveway access on State Highway 33 (Main Street). 5. Provide better details for handicap parking and egress from parking lot into building. Identify signs, asphalt painting, degree of slope, etc.. 6. Provide Engineer's letter or new foundation plans that will accommodate the changes in seismic from 2B to 3 and wind exposure from B to C. 7. Provide handicap access from showroom to Northern portion of building. Please include details. 8. Change locker room so that it will be accessible to the handicapped. 9. Change parts room from B occupancy to S occupancy. Provide list of items to be stored. If items do not fall under "low hazard storage criteria" then provide separate room with 1 -hr. separation or storage cabinets that are constructed and certified for storage of the materials that will not meet the low hazard criteria. 10. Where sales counters and windows are provided provisions must be made for the handicapped as per 1997 UBC Section 1105.4.4.3. Please provide details. 11. Showroom floor, Service Department, Body shop and Paint Shop floors must be constructed as per 1997 UBC Section 307.2.2. 12. Provide notes or details for firewall penetration by utilities. 13. If insulation is not covered by fire - restive material, provide notes requiring surface to be flame spread rated at 25 or less. 14. Provide 1 -hr. separation around boiler if over 400,000 btu. 15. Provide mechanical notes and details which identify air exchange for bathrooms as per 1997 UBC Section 1202.2. 16. Provide mechanical notes and details which identify venting for H -4 areas as per 1997 UBC Section 1202.2.4. 17. Show details of firewall connection at bottom of roof sheathing. 18. Comply with Fire Department Requests as per the attached documents. UBC Section 302.1 provides an exception for separation from spray booths `when an approved spray booth constructed in accordance with the Fire Code is installed ". Please let me know if there will be any problems making the above changes. If you can get some assurance back to me that all of the above requirements can be met, we can proceed with your building permit. In the future if we can try to have all the design information to us prior to requesting plan review it would make the review process much more efficient and therefore much more timely. On another note, please get with me concerning special inspections, we usually meet with the engineer or architect of record and talk about these before construction start. Did the concrete contractor have cylinders and slumps taken? Also, we will need to make sure that bolt and weld inspections are performed as per UBC Section 1701. Let me know if I can be of any further assistance. If you have any questions, please give me a call at 359 -3020 ext. 314. Val Christensen Assistant Engineer REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: 4 -23 -01 Plan Review - Review Date: 6 -5 -01 Building Name: Erickson Pontiac GMC Building Address: West Main Street, Rexburg, Idaho Stories: 2 Type of Construction: II -N � . Occupancy Classification: H -4, 464., Existing Floor Area: N/A New Construction Floor Area: @ 28,830 square feet 1).Required Fire Flow (Appendix III -A): 1750 GPM 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: A34, C73, new hydrant on Main Street Fire Hydrant Flows: OK Fire Flow Test Location: A34, C73 Fire Flow Supplied By: FD Other Approved Water Source: NONE Water Supply Acceptable: YES Fire Hydrant Location Acceptable: YES 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: OK Length: OK Surface: OK Turning Radius: OK Grade: OK Turn Arounds: OK Complete Road Acceptable: OK 4).Access Roads and Water Supply, Including Fire Hydrants Are Required To Be Installed And Made Serviceable Prior To And During Time Of Construction (Article 9 Section 901.3): YES 5),Installation Of Portable Fire Extinguisher (Article 10 Section 1002) Required: YES Location Acceptable: Not Shown Type Provided Acceptable: Not Shown Comments: Fire Extinguishers must meet the requirements of the occupancies where they are installed. 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: YES Type Of System Being Installed: U/K Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: YES Comments: Please provide sprinkler plans when - returned from state fire marshal 7).Standpipes (Article 10 Section 1004) Required: YES Comments: Must be accessible by fire department 8).Ventilating Hood And Duct Fire Extinguishing System (Article 10 Section 1006.2) Required: YES Type Being Provided: YES Comments: Paint spray area (paint booth) must meet the requirements of the 1997 UFC Sections 4502 to 4502.10.3. See attached. 9).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: Both: YES Type Of System Being Provided: Manual: Automatic: Unknown Comments: Need additional information. Section 1001.3 UFC. Plans for fire alarm systems shall be submitted for review and approval prior to system installation. Plans and specifications shall include, but not be limited to, a floor plan; location of all alarm initiating and alarm - signaling devices; alarm control and trouble signaling equipment; power connection; battery calculations; conductor type and sizes, voltage drop calculations; manufacturer; model numbers and listing information for all equipment, devices and materials. I need the number of devices per circuit, manufacture cut sheets on all fire alarm equipment, shop drawings, wire run length, and voltage drops. There may be additional ADA requirements. Fire Alarm System Acceptable: NO, plans not submitted Plans As Submitted Are Acceptable: NO Plans Checked By: Chris Huskinson Date: 6 -5 -01 Please furnish comments back to the plan reviewer in the following manner: Written Comments: YES New Plans: YES SPECIAL PROCESSES ARTICLE 45 - APPLICATION OF FLAMMABLE FINISHES GENERAL 4501.1 Scope. Locations and areas where the following activities are conducted shall be in accordance with Article 45: 1. The application of flammable or combustible paint, varnish, lacquer, stain or other flammable or combustible liquid applied as spray by compressed air, airless or hydraulic atomization, steam, electrostatic or other methods or means in continuous or intermittent process, 2. Dip tank operations in which articles or materials are passed through contents of tanks, vats or containers of flammable or combustible liquids, including coating, finishing, treatment and similar processes, and 3. The application of combustible powders by powder spray guns, electrostatic powder spray guns, fluidized beds or electrostatic fluidized beds. 4501.2 Definitions. For definitions of SPRAY BOOT H, SPRAYING AREA and SPRAYING ROOM, see Article 2. 4501.3 Permits. For permits for spraying or dipping operations utilizing flammable or combustible liquids, or the application of combustible powders regulated by Article 45, see Section 105, Permit s.1. 4501.4 Smoking. Smoking shall be prohibited in spray - finishing areas and in the vicinity of dip tanks. NO SMOKING signs with lettering of approved size shall be conspicuously posted in such areas. 4501.5 Welding Warning Signs. Conspicuous signs with the following warning shall be posted in the vicinity of spraying areas, dipping operations and paint storage rooms: NO WELDING The use of welding or cutting equipment in or near this area is dangerous because of fire and explosion hazards. Welding and cutting shall be done only under the supervision of the person in charge. 4501.6 Electrical Wiring and Equipment. Electrical wiring and equipment shall be in accordance with Article 45 and the Electrical Code. 4501.7 Storage, Use and Handling of Flammable and Combustible Liquids. The storage, use and handling of flammable and combustible liquids shall be in accordance with Article 79. SECTION 4502 - SPRAY FINISHING 4502.1 Location of Spray - finishing Operations. When conducted in buildings used for assembly, educational, institutional or residential occupancies, spray - finishing operations shall be located in a spraying room protected with an approved automatic sprinkler system and separated vertically and horizontally from other areas in accordance with the Building Code. In other occupancies, spray - finishing operations shall be conducted in a spray booth, spraying area or spraying room for such use. Limited spraying areas for touch -up or spot painting may be approved, provided they meet the requirements of Article 45. See Section 4502.6. 4502.2 Spray Booths. 4502.2.1 Materials. Spray booths shall be substantially constructed of steel not less than 0.044 inch (1.118 mm) (18 gage) in thickness or other approved noncombustible materials. 4502.2.2 Size. The aggregate area of spray booths in a building shall not exceed the lesser of 10 percent of the area of any floor of a building or the basic area allowed for a Group H, Division 2 Occupancy without area increases, as set forth in the Building Code (see UBC Table 5 -B). The area of any individual spray booth in a building shall not exceed the le sser of the aggregate size limit or 1,500 square feet (139 m2). EXCEPTION: One individual booth not exceeding 500 square feet (45 m2). 4502.2.3 Surfaces. Interior surfaces of spray booths shall be smooth and continuous without edges and otherwise designed to prevent pocketing of residue, to allow free passage of exhaust air from all parts of the interior and to facilitate washing and cleaning without injury. 4502.2.4 Floors. Floors of spray booths shall be of noncombustible material or shall be covered with a noncombustible, nonsparking material of such character to facilitate safe cleaning and removal of residue. 4502.2.5 Baffles. If installed, baffle plates shall be of a noncombustible material readily removable or accessible to facilitate cleaning and designed to provide an even flow of air through the booth and to prevent the deposit of overspray before it enters the exhaust duct. Baffle plates shall not be installed in the exhaust ducts. 4502.2.5 Baffles. If installed, baffle plates shall be of a noncombustible material readily removable or accessible to facilitate cleaning and designed to provide an even flow of air through the booth and to prevent the deposit of overspray before it enters the exhaust duct. Baffle plates shall not be installed in the exhaust ducts. 4502.2.6 Deflectors. Spray booths having a frontal area of more than 9 square feet (0.84 m2) and not equipped with doors shall have a metal deflector or fire curtain not less than 41/2 inches (114.3 mm) deep installed at the upper outer edge of the booth over the booth opening. 4502.2.7 Separation. Spray booths shall be separated from other operations by not less than 3 feet (914 mm), by a wall or partition, or by a greater distance as required by the chief. 4502.2.8 Clear space. All portions of spray booths shall be readily available for cleaning, and a clear space of not less than 3 feet (914 mm) shall be kept free of storage or combustible materials. 4502.2.9 Light fixtures. When spray booths are illuminated, fixed lighting units which transmit light into the spray booth through heat - treated or hammered wire glass shall be used. Glass panels shall be arranged to minimize breakage and so that normal accumulation of residue on the exposed surface of a panel will not be raised to a dangerous temperature by heat from the source of illumination. 4502.2.10 Exit doors. Exit doors from premanufactured paint spray booths shall not be less than 2 feet 6 inches by 6 feet 8 inches (763 mm by 2032 mm). 4502.3 Spray Booths Using Dry Filters. 4502.3.1 General. Spray booths using dry filters and dry filter rolls and the use and handling of such filters shall be in accordance with Section 4502.3. 4502.3.2 Maintaining air velocity. Spray booths equipped with a filter roll which is automatically advanced when the air velocity reduced to less than 100 lineal feet (30 480 mm) per minute shall be arranged to cause shut down of spraying operations if the filter roll fails to automatically advance. Visible gages or audible alarm devices shall be installed to indicate that the required air velocity is maintained in accordance with Section 4502.5. 4502.3.3 Filter disposal. Discarded filter pads shall be immediately removed to a safe, well- detached location or placed in a water metal container and disposed of at the close of each day's operation. 4502.3.4 Filter obstruction. Articles being sprayed shall be positioned in a spray booth in a manner which does not obstruct collection of overspray. 4502.3.5 Spontaneous ignition. Spray booths using dry filters shall not be used for spraying materials which are known to be highly susceptible to spontaneous heating and ignition. Filters shall be changed prior to spraying materials which could react with other materials previously collected. Examples of potentially reactive combinations include lacquer when combined with varnishes, stains or primers. See also Section 4502.9.5. 4502.3.6 Filter material. Clean filters shall be noncombustible or of an approved type. 4502.4 Sources of Ignition. 4502.4.1 General. Open -flame and spark - producing equipment shall not be located in spraying areas and shall not be located within 20 feet (6096 mm) of spraying areas unless separated by a partition. EXCEPTION: Equipment allowed by Sections 4502.10, 4504.1 and 4504.2. 4502.4.2 Hot surfaces. Space- heating appliances, steam pipes and hot surfaces shall not be located in spraying areas where deposits of combustible residues could readily accumulate. 4502.4.3 Electrical wiring and equipment. 4502.4.3.1 Areas subject to overspray deposits. Electrical equipment in spraying areas located such that deposits of combustible residues could readily accumulate thereon shall be specifically approved for locations containing deposits of readily ignitable residue and explosive vapors. EXCEPTIONS: 1. Wiring in rigid conduit, boxes or fittings not containing taps, splices or terminal connections. 2. Equipment allowed by Sections 4502.10, 4504.1 and 4504.2. 4502.4.3.2 Areas not subject to overspray deposits. Electrical wiring and equipment not subject to deposits of combustible residues but located in a spraying area shall be of an explosion -proof type approved for use in a Class I, Division 1 hazardous location in accordance with the Electrical Code. Electrical wiring, motors and other equipment located outside of, but within 20 feet (6096 mm) of a spraying area and not separated from the spraying area by partitions shall not produce sparks under normal operating conditions. Electric lamps in such areas shall be totally enclosed to prevent the falling of hot particles and shall be protected from physical damage by suitable guards or by location. Such areas shall be considered a Class I, Division 2 hazardous location in accordance with the Electrical Code. 4502.4.3.3 Portable electric lamps. Portable electric lamps shall not be used in spraying areas during spraying operations. Portable electric lamps, if used during cleaning or repairing operations, shall be of a type approved for hazardous locations. 4502.4.4 Grounding. Metal parts of spray booths, exhaust ducts and piping systems conveying Class I or lI liquids shall be electrically grounded in accordance with the Electrical Code. 4502.5 Ventilation of Spray Booths and Spraying Areas. 4502.5.1 General. Spraying areas shall be provided with mechanical ventilation adequate to prevent the dangerous accumulation of vapors. Mechanical ventilation shall be kept in operation at all times while spraying operations are being conducted and for a sufficient time thereafter to allow vapors from drying coated articles and finishing material residue to be exhausted. Spraying equipment shall be interlocked with the ventilation of the spraying area such that spraying operations cannot be conducted unless the ventilation system is in operation. Air exhausted from spraying operations shall not be recirculated. 4502.5.2 Air velocity. Ventilation systems shall be designed, installed and maintained such that the average air velocity over the open face of the booth, or booth cross section in the direction of airflow during spraying operations, shall not be less than 100 lineal feet (30 480 mm) per minute. 4502.5.3 Independent ducts. Each spray booth shall have an independent exhaust duct system discharging to the building's exterior. EXCEPTION: Multiple cabinet spray booths having a combined frontal area of 18 square feet (1.62 m2) or less are allowed to have a common exhaust when identical spray - finishing material is used in each booth. If more than one fan serves one booth, fans shall be interconnected such that all fans operate simultaneously. 4502.5.4 Fan motors and belts. Electric motors driving exhaust fans shall not be placed inside booths or ducts. Fan rotating elements shall be nonferrous or nonsparking or casings shall consist of or be lined with such material. Belts shall not enter ducts or booths unless belts and pulleys within a duct or booth are tightly enclosed. 4502.5.5 Duct material and termination point. Exhaust ducts shall be constructed of steel having a thickness in accordance with Table 4502.5 -A. The termination point for exhaust ducts discharging to the atmos phere shall not be less than the following: 1. Ducts conveying explosive or flammable vapors, fumes or dusts: 30 feet (9144 mm) from property line; 10 feet (3048 mm) from openings into the building; 6 feet (1829 mm) from exterior walls or roofs; 30 feet (9144 mm) from combustible walls or open ings into the building which are in the direction of the exhaust dis charge; 10 feet (3048 mm) above adjoining grade. 2. Other product- conveying outlets: 10 feet (3048 mm) from property line; 3 feet (914 mm) from exterior wall or mm) unless protection of exposed surfaces is provided in accordance with Section 4502.5.6.2. 4502.5.6.2 Protected combustible construction. When combustible construction is provided with the following protection applied to all surfaces within 18 inches (457 mm) of the exhaust duct, clearances shall not be less than those indicated: 1. 0.013 -inch (0.33 mm) (28 gage) sheet metal on 1/4 -inch (6.4 mm) insulating millboard 12 inches (305 mm) 2. 0.013 -inch (0.33 mm) (28 gage) sheet metal on 118 -inch (3.2 mm) insulating millboard spaced out 1 inch (25.4 mm) on noncombustible spacers 9 inches (229 mm) 3. 0.027 -inch (0.67 mm) (22 gage) sheet metal on 1 -inch (25.4 mm) rockwool batts reinforced with wire mesh or the equivalent 3 inches (76 mm) 4502.5.7 Product- conveying system intake. The mechanical ventilation system shall have air intake ducts extended to pick up flammable vapor within 6 inches (153 mm) of the floor. 4502.5.8 Duct bends. Exhaust ducts shall not include individual bends exceeding 45 degrees measured from the center line of the duct. Bends, turns and elbows in ducts and pipes shall be constructed in a manner which does not reduce the cross - sectional area of the duct or pipe. 4502.5.9 Cleanouts. Cleanout openings shall be provided at intervals which allow thorough cleaning of ducts. Cleanout openings in ducts and pipes shall be equipped with tightfitting sliding or hinged doors constructed of metal which is equal to or greater than the thickness of the duct or pipe. Such doors shall be equipped with a substantial latch to hold the door tightly closed. 4502.6 Limited Spraying Areas. 4502.6.1 General. When approved, limited spraying areas are allowed in accordance with Section 4502.6. 4502.6.2 Occupancy. Limited spraying areas shall only be located in Group H, Division 4 Occupancies. 4502.6.3 Job size. The aggregate surface area to be sprayed shall not exceed 9 square feet (0.84 m2). 4502.6.4 Frequency. Spraying operations shall not be of a continuous nature. 4502.6.5 Ventilation. Positive mechanical ventilation shall be installed which provides a minimum of six complete air changes per hour. Such system shall meet the requirements of this code for handling flammable vapors. 4502.6.6 Electrical wiring. Electrical wiring within 10 feet (3048 mm) of the floor shall be designed for Class I, Division 2 locations in accordance with the Electrical Code. 4502.7 Storage, Use and Handling of Flammable and Combustible Liquids. 4502.7.1 General. The storage and handling of flammable and combustible liquids shall be in accordance with Article 79 and Section 4502.7. 4502.7.2 Storage. Where the quantity of liquid in 5- gallon (18.9 L) and smaller containers, other than original sealed containers, exceeds a total of 10 gallons (37.9 L), such liquids shall be stored in a storage cabinet, liquid storage room or a room or building for using, dispensing and mixing liquids in quantities exceeding exempt amounts. See Sections 7902.5.9, 7902.5.11 and 7903.2.3. Open containers and glass containers shall not be used. 4502.7.3 Handling. Original closed containers, approved portable tanks, approved safety cans or a properly arranged system piping shall be used for bringing flammable or combustible liquids into spray - finishing areas. 4502.7.4 Use. Containers supplying spray nozzles shall be of a closed type or provided with metal covers which are kept closed. Containers not resting on floors shall be on noncombustible supports or suspended by wire cables. Containers supplying spray nozzles by gravity flow shall not exceed 10 gallons (37.9 L) capacity. 4502.7.5 Valves. Containers and piping to which a hose or flexible connection is attached shall be provided with a shutoff valve at the connection. Such valves shall be kept shut when hoses are not in use. 4502.7.6 Ignition sources. Heaters shall not be located in spray booths or other locations subject to accumulation of deposits or combustible residue. 4502.7.7 Pumped liquid supplies. If flammable or combustible liquids are supplied to spray nozzles by positive displacement pumps, pump discharge lines shall be provided with an approved relief valve discharging to pump suction or a safe detached location. 4502.7.8 Liquid transfer. When a flammable mixture is transferred from one portable container to another, a bond shall be provided between the two containers. At least one container shall be grounded. Piping systems for Class I and Class II liquids shall be permanently grounded. 4502.8 Fire - protection Equipment. 4502.8.1 General. Spray booths and spraying rooms shall be protected by approved automatic fire- extinguishing systems. Such systems shall be extended to protect exhaust plenums, exhaust ducts and both sides of dry filters when such filters are used. For installation of automatic sprinklers in ducts, see the Mechanical Code. (See UMC Chapter 5.) 4502.8.2 Fire extinguishers. Portable fire extinguishers shall be provided for spraying areas in accordance with the requirements for an extra (high) hazard occupancy as set forth in UFC Standard 10 -1. 4502.9 Operations and Maintenance. 4502.9.1 General. Spraying areas shall be kept free from the accumulation of deposits of combustible residues, as practical, with cleaning conducted daily if necessary. 4502.9.2 Tools. Scrapers, spuds or other tools used for cleaning purposes shall be constructed of nonsparking materials. 4502.9.3 Residue. Residues removed during cleaning and debris contaminated with residue shall be immediately removed from premises and properly disposed of. 4502.9.4 Use of solvents. 4502.9.4.1 Class I liquids. 4502.9.4.1.1 General. Class I liquids used as solvents shall be used in spray gun and equipment cleaning machines which have been listed and approved for such purpose or shall be used in spray booths or spraying rooms in accordance with Section 4502.9.4. 4502.9.4.1.2 Listed devices. Spray gun and equipment cleaning machines shall be located in areas not open to the public and shall be separated from ignition sources in accordance with their listings or by a distance of 3 feet (914 mm), whichever is greater. The quantity of solvent used in a machine shall not exceed the design capacity of the machine. 4502.9.4.1.3 Within spray booths and spraying rooms. When solvents are used for cleaning spray nozzles and auxiliary equipment, the ventilating equipment shall be operated during cleaning. 4502.9.4.2 Class II and Class III liquids. Solvents used outside of spray booths, spraying rooms or listed and approved spray gun and equipment cleaning machines shall be restricted to Class I1 and Class III liquids. 4502.9.5 Alternate use of materials. Spray booths shall not be alternately used with different types of coating materials where the combination of the materials could be conducive to spontaneous ignition, unless all deposits of the first -used material are removed from the booth and exhaust ducts prior to spraying with the second material. 4502.9.6 Waste receptacles. Approved metal waste cans shall be provided for rags and waste impregnated with finishing materials. Rags and waste impregnated with finishing materials shall be deposited in such waste cans immediately after use. The contents of waste cans shall be properly disposed of at least once daily and at the end of each shift. 4502.10 Drying Apparatus. 4502.10.1 General. Drying apparatus shall be in accordance with Section 4502.10 and Article 62. 4502.10.2 Spray booths and spraying rooms. 4502.10.2.1 General. Spray booths and spraying rooms shall not be alternately used for the purpose of drying by arrangements which could cause a material increase in the surface temperature of the spray booth or spraying room unless in accordance with Section 4502.10.2.2. 4502.10.2.2 Drying operations. 4502.10.2.2.1 General. Spray booths and spraying rooms used for spraying operations with drying conducted therein using drying apparatus shall be in accordance with Section 4502.10.2.2. 4502.10.2.2.2 Drying apparatus. Drying apparatus used in spraying rooms shall be of the portable infrared type. Drying apparatus used in spray booths shall be of the portable infrared type, or if other types of drying apparatus are used, the spray booth, including drying apparatus, shall be listed and approved for use with flammable vapors and combustible residues and shall be provided with explosion control. 4502.10.2.2.3 Spraying procedure. The spraying procedure shall use low - volume spray application. 4502.10.2.2.4 Housekeeping. The interior of the spray booth or spraying room shall be kept free of overspray deposits. 4502.10.2.2.5 Interlocks. The spraying apparatus, drying apparatus and ventilating system for the spray booth or spraying room shall be equipped with suitable interlocks arranged to: 1. Prevent operation of spraying apparatus while drying operations are in progress, 2. Purge spray vapors from the spray booth or spraying room for a period of not less than three minutes before drying apparatus can be operated, 3. Have the ventilating system maintain a safe atmosphere within the spray booth or spraying room during the drying process and automatically shut off drying apparatus in the event of a failure of the ventilating system, and 4. Automatically shut off the drying apparatus if the air temperature within the booth exceeds 160 °F (71.1°C) when other than portable infrared drying apparatus is used. 4502.10.2.2.6 Portable infrared apparatus. When portable infrared drying apparatus is used, electrical wiring and portable infrared drying equipment shall comply with Article 45 and Electrical Code. Electrical equipment located within 18 inches (457 mm) of floor level shall be approved for Class I, Division 2 hazardous locations. Metallic parts of drying apparatus shall be properly electrically bonded and grounded. During spraying operations, portable drying apparatus and electrical connections and wiring thereto shall not be located within spray booths, spraying rooms or other areas where spray residue could be deposited thereon. 4502.10.3 Spraying areas. Drying or baking units using a heating system having open flames or which could produce sparks shall not be installed in a spraying area. When such units are installed adjacent to a spraying area, they shall be equipped with an interlocked ventilating system arranged to: 1. Thoroughly ventilate the drying space before the heating system can be started, 2. Maintain a safe atmosphere at any source of ignition, and 3. Automatically shut down the heating system in the event of a failure of the ventilating system. 8/20/2001 Scott Spaulding Design Intelligence 135 East Main Rexburg, Idaho 83440 Dear Scott, STATE OF IDAHO www.ci.rexburg.id.us P.O. Box 280 e ur'q 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @ci.rexburg.id.us On 8/17/01, I completed framing inspection on the Erickson Pontiac Building. Below is a list of items that I have identified as incomplete, incorrect or unexplained: 1. The front wall and the side walls of the show room were not engineered for seismic or wind loads. Please provide details and calculations. 2. The boiler room has been moved to the mezzanine area. A beam is carrying part of the load from the boiler room floor. This beam transmits its load to the walls below. The walls transfer the load to the floor slab that has not been designed for this purpose. Please provide me with the calculations showing that the unreinforced slab will be adequate to support the loads from the newly created bearing wall and especially the point load generated from the column carrying the end of the beam. 3. The original plans call out for the interior wood framed walls to be sheeted with 5/8" o.s.b. for shear purposes. It has come to my understanding that the contractor wants to substitute angle bracing in place of the o.s.b. panels. Please provide me with details and calculations required to make the change. 4. We had requested a list and the times of the special inspections required as per the 1997 Uniform Building Code (UBC) Section 1701.5. Concrete, Bolting and Field Welding all require special inspections. At this time we have not received any information concerning these inspections. 5. I am a little concerned about the headroom in the mezzanine area. The fire sprinkler pipe is at "head banging" level on one side and a steel beam in the boiler room is definitely a safety concern for the same reason. Please make some provisions for clearly identifying these potential safety concerns. Please let me know if there will be any problems making the above changes. If you have any questions, please give me a call at 359 -3020 ext. 324. Val Christensen Assistant Engineer cc: John Millar Chris Huskinson 9/5/2001 Scott Spaulding Design Intelligence 135 East Main Rexburg, Idaho 83440 Dear Scott, STATE OF IDAHO www.ci.rexburg.id.us Ru � P.O. Box 280 eX /try 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us Before the construction began on the Erickson Pontiac project began, I asked that we might get together and discuss special inspections on that project. I again requested the meeting in the letter that I sent you regarding plan review. John Bagley recently informed me that the concrete inspections were not completed and that he would have concrete cores drilled for testing if needed. You are the Engineer of Record on this project and should be comfortable with the level of special inspection on this project. I told Mr. Bagley that if you were willing to accept the inspection "as is" then we would not require the cores to be drilled. While Mr. Bagley was here he dropped off a letter to verify the bolt connection inspections for the Erickson Pontiac job. Please find a copy of that letter attached to the back of this document. I have a couple of questions regarding the letter. First, was Mr. Lunden the person who acted as inspector during the bolt tightening? Next, are you willing to accept the framing subcontractor as the inspector? The Specification for Structural Joints Using ASTM A325 or A490 Bolts Section 9.2.1. titled Turn -of -the -nut Pretensioning, states the following: "The inspector shall observe the pre- installation verification testing required in Section 8.2.1. Subsequently, it shall be ensured by routine observation that the bolting crew properly rotates the turned element relative to the unturned element by the amount specified in Table 8.2." I have attached Section 8.2.1 and Table 8.2 to the back of this document The code itself does not specify who will do the inspections. The 1997 Uniform Building Code UBC Section 1701.1 states that "the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspection during construction on the types of work listed under Section 1701.5 ". Special inspection is under your charge. I informed Mr. Bagley that the Building Department would accept the results of the bolt inspection if you the Engineer of Record were willing to do so. Once again, you are the Engineer of Record on this project and should be comfortable with the level of special inspection on this project. Please let me know if you are accepting the letter as evidence of bolt inspection and if you will be requiring core drilling for concrete inspection. If you have any questions, please give me a call at 359 -3020 ext. 324. Val Christensen Building Official cc: John Millar John Bagley • Aug -30 -01 O1:12P ELil. Z INC, h' O L fl U U f II To: Whom it may concern City of Rexburg Re: Erickson Pontiac VP# CA0113590 -01 August, 28,2001 Dear Sir or Madam: This letter is to verify that the above referenced project has been erected in accordance with VP Buildings Inc. standard A 325 bolt tightening requirements, as per note #3, under the General Notes section of our erection drawings.This also conforms to the AISC (ninth addition) Specification For Structural Joints Using ASTM A325 or A490 Bolts "Turn of the Nut" method. If you have any questions please don't hesitate to contact me. Sincerely, Gene Lunden Business Development Manager VP Buildings CC: Teton West- John Bagley P.O3 Bolt Length Disposition of Outer Face of Bolted Parts Both faces normal to bolt axis One face normal to bolt axis, other sloped not more than 1:20 Both faces sloped not more than 1:20 from normal to bolt axis a Not more than 4d b 1 /3 turn ' /2 turn 2 /3 tum More than 4d but not more than 8d 1 /2 turn 2 /3 turn 5 4 tum More than 8d but not more than 12d 2 /3 turn 5 /6 tum 1 turn a Nut rotation is relative to bolt regardless of the element (nut or bolt) being tumed. For required nut rotations of % tum and less, the tolerance is plus or minus 30 degrees; for required nut rotations of % tum and more, the tolerance is plus or minus 45 degrees. b Applicable only to joints in which all material within the grip is steel. ° When the bolt length exceeds 12d the required nut rotation shall be determined by actual testing in a suitable tension calibrator that simulates the conditions of solidly fitting steel. ° Beveled washer not used. 48 of adjacent bolts. The resulting reduction in total clamping force will reduce the slip resistance. In the case of hot -dip galvanized coatings, especially if the joint consists of many plies of thickly coated material, relaxation of bolt pretension may be significant and re- pretensioning of the bolts may be required subsequent to the initial pretensioning. Munse (1967) showed that a loss of pretension of approximately 6.5 percent occurred for galvanized plates and bolts due to relaxation as compared with 2.5 percent for uncoated joints. This loss of bolt pretension occurred in five days; loss recorded thereafter was negligible. Either this loss can be allowed for in design or pretension may be brought back to the prescribed level by re- pretensioning the bolts after an initial period of "settling -in ". As stated in the Guide, Kulak et al (1987; p. 61), "...it seems reasonable to expect an increase in bolt force relaxation as the grip length is decreased. Similarly, increasing the number of plies for a constant grip length might also lead to an increase in bolt relaxation." 8.2.1. Turn -of -Nut Pretensioning: All bolts shall be installed in accordance with the requirements in Section 8.1, with washers positioned as required in Section 6.2. Subsequently, the nut or head rotation specified in Table 8.2 shall be applied to all fastener assemblies in the joint, progressing systematically from the most rigid part of the joint in a manner that will minimize relaxation of previously pretensioned bolts. The part not turned by the wrench shall be prevented from rotating during this operation. Table 8.2. Nut Rotation from Snug -Tight Condition for Turn -of -Nut Pretensioning Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 23, 2000 RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS Jur 12 2001 21AM1 No.:700 P. 212 June 12, 2001 Mr. John Bagley Teton West Construction 4805 S. 3300 W Rexburg, ID 83440 RE: Erickson Pontiac Project, VP Job CA0113272 -01, Design Load Changes Dear Mr. Bagley: The project has been reviewed for the design load changes specified by the City of Rex- burg. Specifically, the wind has been changed to 80C from 90B and the seismic to Zone 3 from Zone 2b as applicable under the 1997 Uniform Building Code. It has been deter - mined that this project .meets or exceeds the requirements of the 1997 UBC for 80C wind and Zone 3 seismic with only minor changes to the bracing system. The bracing affected on the building is located on the walls at Lines J and C. The solution at Line J is to use 1- 1/4" diameter rods instead of 1- 1/8" diameter rods. Likewise at Line C, 1" diameter rods will replace the 7/8" diameter rods onginally designed. Revisions to the plans will be sent to you indicating these changes, and the proper steps ate being taken to provide the new parts required. Also, the cover sheet of the plans will be revised to show the structure has been designed for the greater load requirements. If you have further questions, please call me at (209) 669 -4301. Sincerely, r� Joseph M. Mendoza, P.E. Design Engineer VP Buildings. Inc P.O Box 1824 Turlock, CA 95381 -1824 Tel 208.667 -4951 Fax 209-632 -4380 De intelli ence, LLC ll g Call: (208) 359 -1461 Structural Engineering 8 ( ) FAX: (208) 359 -0740 135 East Main, Suite A Rexburg, Idaho 83440 Date: November 5, 2001 Subject: Final Walk -Thru Dear John, In my final walk through I noticed that one of the tie rods for cross bracing the North side of the Body Shop wall had been anchored to the stem wall instead of the steel frame. This was done to avoid crossing the personnel door at that location. I need a letter from the Varco Pruden engineer that designed the building indicating that the stem wall connection is acceptable. Thanks for your help in closing out this item. Please call me if you have any questions. Respectfully, To: John Bagley Teton West Construction 4805 S 3300 West Rexburg, Idaho 83440 G � Scott A Spaulding, P.E. Design: Intelligence, LLC cc: Val Christensen, Rexburg City Building Inspection 1 1 gn Des Intelligence, LLC Structural Engineering 135 East Main, Suite A Rexburg, Idaho 83440 Date: September 17, 2001 To: John Bagley Teton West Construction 4805 S 3300 West Rexburg, Idaho 83440 Please provide the following: 1 Call: (208) 359 -1461 FAX: (208) 359 -0740 Subject: Special Inspections for Erickson Pontiac GMC New Facility Dear John, I'm sure that by now you have received your copy of the City's letter dated 9/5/01 regarding Special Inspections. You may even be in the process of addressing the City's concerns. After reading the letter on bolt tightening provided by Teton West to the City I share their concerns about whether or not Mr. Lunden has the qualifications and physically inspected the building. This concern is based primarily on Mr. Lunden's title — "Business Development Manager ". The 1997 Uniform Building Code says this about Special Inspectors: "Section 1701.2 Special Inspector. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. At this point in time I will accept a valid inspection done by Varco Pruden though it is preferable, both by the code and standard practice to have an independent company do the inspection. The City will not give a Certificate of Occupancy without the approval of the Engineer of Record which I am. T m unwilling to accept the liabilit f either the steel b or t e concrete sin y o u we made aware of both special inspection requirements in plenty of time to have the inspections done. • A letter from your foundation engineer accepting responsibility and liability for the quality and strength of the concrete in the foundations and floor slab. • A letter from Mr. Gene Lunden stating that he is qualified to do the special inspection referred to in his letter dated August 28, 2001 and that he personally performed the inspection in accordance with the requirements of the1997 Uniform Building Code Section 1701.6 High Strength Bolting as quoted below: "The inspection of high- strength A 325 and A 490 bolts shall be in accordance with approved nationally recognized standards and the requirements of this section: Respectfully, While the work is in progress, the special inspector shall determine that the requirements for bolts, nuts, washers and paint; bolted parts; and installation and tightening in such standards are met. Such inspections may be performed on a periodic basis in accordance with the requirements of Section1701.6. The special inspector shall observe the calibration procedures when such procedures are required by the plans or specifications and shall monitor the installation of bolts to determine that all plies of connected materials have been drawn together and that the selected procedure is properly used to tighten all bolts." If it turns out that some other individual from Varco Pruden did the physical inspection a letter will be required from that person. Please call me if you have any questions. A Scott A Spaulding, P.E. Design Intelligence, LLC cc: Val Christensen, Rexburg City Building Inspection 2 P.01 09 -19 -01 12:51 GEM STATE FIRE PROTECTION .... ID =200 524 2119 CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING MOP PropettyName Fri rksr n Pontiac 1 Date September 2001 PropertyAddreaa WPSt Ma in Street, RPxhl1rg TT) 44 Accepted by approving authoritiea(nan%es) City of Rexburg Address Plans 12 North Center, Rexburg, ID 83440 Installation conform to accepted plans x yes no Equipment used is approved ...X. -'es no Ifno, state deviations Has person in charge of fire equipment been instructed as to location __X ..Yes no of control valves and care and maintenance of this new equipment Ifno explain Instructions Underground Pipes and Joints Test Description Have copies of appropriate instructions and care and maintenance X yes ... _ 110 charts been left on premises? Ifno, explain Pipe types and class I Type joint Ductile Iron - Class 9 1 Tyton – Roil Spigot Pipe conforms to ANF I /AWWA standard C 151 /A 21 . 51 x Yes no Fittings conforms to ANF I taliklyandard C 15 3 X ,yes _ no Ifno, explain Joints needed anchorage clamped, strapped, or blocked in X yes no accordance with ANF I /AWW &standard Ifno, explain Flushing: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such a hydrants and blow -offs. Fhiah at flows not less than 390 gpm (1476 Umin) for 4-M. Pipe, 880 gpm (3331 Umin) for 6 -in. Pipe, 1560 gpm (5905 Umin) for 8 -in. Pipe, 2440 gpm (9235 Umin) for 10-m. Pipe, and 3520 gpm (13,323 Umin) for 12 -in. pipe. When supply connot produce stipulated flow rates, obtain maximum available Hydrostatic Hydrostatic tests shall be made at not leas than 200 psi (13.8 bar) for 2 hours or 50 psi (14 bar) above static pressure in excess of 130 psi (10.3 bar) for 2 hours. jAgan; New pipe laid with rubber geaketed joints shall, if the workmanship is satisfactory, have little or no leakage at the joints. The amount of leakage at the joints hall not exceed 2 quarts per hour (1.89 Ulu) per 100 joints Irrespective of pipe diameter. The leakage shall be distributed over all jousts. [fetich leakage occurs at a few joints, the installation shall be considered unsatisfactory and necessary repairs made. The amount off allowable leakage specified above can be increased by 1 fluid ounce per inch valve diameter per hr. (30 m1125 mlydhr) for each seated valve isolating the test section. If dry barrel hydrants are tented with the main valve open so the hydrants are under e, an additional 3 ounces minute 150 mLimin 1 : is e - itted for each h drant. New underground piping flushed according to I S P WC standard by (company) Ifno, explain Lead -ins flushed according to N/A standard by (company) Ifno, explain How flushing flow was obtained (x) Public water ( ) Tank or reservoir ( ) Fire pump - - y no How flushing flow was obtained Through what type opening Flushing ( ) Public water open Me Tank or reservoir ( ) Fire pump (X) Hydrant butt ( ) op pipe Tests — yes no Through what type opening ( } Y cairns ion to tlenge ( 17Pen PiPe And spigot 1 . Y Leakage Test Total amount of leakage measured < 1 2 4 hours _gallons Allowable leakage 4.0 4 _gallons 2 4 hours Hydrants Number installed One Type and make 6" MJ Waterous All operate satisfactorily _ .._K�es __ no Control Valves Water control valves left wide open lino, state reason Hose threads of fire department connections and hydrwits interchangeable with those of lire department answering alarm _ , yes ,.., _ X yes _, no Remarks Date Left in service Signatures Name of installing contractor Zollinger Construction, Inc. Dean Zollinger, Tests Rex Erickson, 1 witnessed by Eric Erickson Title For property owner (signed) Date o : contract (signed) 7, Title 1 President Date I 9/19/01 Hydrostatic AI new a der roondpiping hydro :taa'cepy tested at 200 psi For 24 hours Additional Lion and note 524 271.9 Joints covered Ryes no P,02 Gem State Fire Protection 1105 Iona Road Box 2620 Idaho Falls, Idaho 83440 To Whom It May Concern: September 17, 2001 Upon review of the Erickson Pontiac /GMC building to delete sprinklers in their canopy area this office has come to the conclusion it is acceptable. The canopy is to be constructed of non - combustible materials or all combustible materials shall be encapsulated with non - combustible materials. The drawings submitted have shown that their design would satisfy these requirements. Sincerely, Chris Huskinson Fire Inspector Rexburg /Madison County Emergency Services 26 North Center Street Rexburg, Idaho 83440 359 -3010 If you have any questions please feel free to contact me. Aug -30 -01 O1:12P To: Whom it may concern City of Rexburg Re: Erickson Pontiac VP# CA0113590 -01 August, 28,2001 Dear Sir or Madam: This letter is to verify that the above referenced project has been erected in accordance with VP Buildings Inc. standard A 325 bolt tightening requirements, as per note #3, under the General Notes section of our erection drawings.This also conforms to the AISC (ninth addition) Specification For Structural Joints Using ASTM A325 or A490 Bolts "Turn of the Nut" method. If you have any questions please don't hesitate to contact me. Sincerely, Gene Lunden Business Development Manager VP Buildings CC: Teton West- John Bagley P.O3 gn Des Intelligence, LLC Structural Engineering Call: (208) 359 -1461 135 East Main, Suite A FAX: (208) 359 -0740 Rexburg, Idaho 83440 Date: August 21, 2001 To: Val Christensen City of Rexburg Rexburg, Idaho Subject: Response to concerns noted in your letter dated 08/20/01 Dear Mr. Christiensen, Comment #1 — I have included a set of calculations with this letter verifying that the framing in the show room area is adequate to handle the applied wind shear. Comment #2 — As it turns out, the six boilers are very light so the applied loads to the beam and to the floor slab below are within the limits of both these structural features. Comment #3 — The interior walls of the Mezzanine have been reinforced for shear using Simpson metal strapping applied as directed by me. The strapping as placed will be equivalent to the 5/8" sheathing originally planned for this area. Comment #4 — Special Inspections — I have requested the concrete test data from Teton West along with the planned schedule for performing the bolt tightening tests. I have personally inspected the field welding done to secure the metal posts to the primary framing in the show room area and find it to be adequate. Teton West have been asked identify any other areas where they performed field welding so I can inspect it. Comment #5 — Headroom in the mezzanine areas has been reduced due to the installation of the sprinkler system. It more severely impacted in the area where the boilers will be installed. I have instructed Ericksons to have their painter paint the pipes and any other obstructions that encroach into the headroom area to be painted red. This action should provide sufficient warning to individuals that may be in those areas. 1 Finally, I have spoken with the glass contactor on the glazing required for the 1 hour fire wall. He will be providing a hollow metal framed wire glass with tempered glass behind separated by 1" of air space. According to his supplier we are only required to provide a 20 minute glazing in doors and windows. The contractor has been directed to fax me the code references for this. Upon receiving this information I would like to visit with you to confirm that it is acceptable. Please call if you have any questions. 43-did Scott A Spaulding, P.E. / Design Intelligence, LLB.. 2 Nod Designed y: cot A Spaulding, P.E. Checked By: Date. Date: Design Intelligence, LLC Engineering Calculations Summary Date: August 21, 2001 Subject: La Bare, Pintail Point, Island Park, Idaho Customer: Dan Davenport The attached calculations were done to satisfy the concerns of the City of Rexburg noted in attached letter dated 8/20/01. Materials: Dimensional Lumber - UBC Design Values Used Concrete: 4000 psi @ 28 days Reinforcing Steel - fy = 60,000 psi Assumptions: Design Loads: Seismic = Seismic Zone 3 Wind = 80 mph, Exposure C References: Uniform Building Code, 1997 Edition Erickson Pontiac GMC Project Drawings TrusJoist MacMillian Design Guides Summary: These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. The attached calculations are based on field measurements taken during site inspections. Only wind loads are noted in the attached calculations because Seismic loads do not govern in this type of construction. As built construction drawings of the show room walls are attached for reference. EfrieLoA--% ear Loaci5 4 /4 Foyu &151 Gila! — Y Z -75 ZDAY Z4).X 2 q = 74-p,z6 z," e2 77;72 5/4,q 7/L/ (7 /7 K X 1406 /6 5 T . 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ALL TS POSTS ARE WELDED AT THE TOP TO THE BUILDING STEEL. 2. 5/8" OSB SHEATHING WITH 8D NAILS OR EQUIV STAPLES 0 6" O.C. REF. BNC/SPEC SPEC. / CUP REF. C1C 5 1/2' 1.75" LVL BOX BEAM HEADER DETAIL Scale 1/2" = 1' -0" 9' This drawing is far tins foColian and customer only and is nt la M reused in any manner without Ins .ripen consent of Design egaiDge"ee. DESIGN INTELLIGENCE, LLC 4•11 SAWA ant fag RIIPNRC. 1&4N0 p..0 MA ( 201) 771 -1411 FAX ( 201) a1/ MX ERICKSON PONTIAC GMC REXBURG, IDAHO AST & WEST WALL FRAMING TS 6X6X1/4 7 W/ (2) 2X6 EACH SIDE TS 2X6X3/16 W/ (3) 2X6 EACH SIDE 8X8X1/2 BASE PLATE 6X6X1/2 BASE PLATE W/ (2) 3/4' AB W/ (4) 3/4' AB TS 7X7X1/4 W/ (3) 2X6 EACH SIDE LVL BOX BEAM HDR TYPICAL 7X9X1/2 BASE PLATE W/ (4) 3/4' AB TS 2X6X3/16 W/ (3) 2X6 EACH SIDE TS 2X6X3/16 W/ (3) 2X6 EACH SIDE 6X6X1/2 BASE PLATE 6X6X1/2 BASE LATE W (2) 3/4' AB W/ (2) 3/4' A SOUTH WALL OF SHOW ROOM Scale 1/2 = 1' —0" TS 7X7X1/4 W (3) 2X6 EACH SIDE 1 7X9X1 /2 BASE PLATE W/ (4) 3/4" AB TS 2X6X3/16 W/ (3) 2X6 EACH SIDE 111 TS 6X6X1/4 7 W/ (2) 2X6 EACH SIDE SEE NOTE 2 22' —9" FROM FF 9' —9" FROM FF SEE NOTE 2 1' -9" FROM FF 8X8X1/2 BASE PLATE 6X6X1/2 BASE PLATE W/ (2) 3/4' AB W/ (4) 3/4' AB FF — FINISHED FLOOR NOTES 1. ALL TS POSTS ARE WELDED AT THE TOP TO THE BUILDING STEEL. 2. 5/8" OSB SHEATHING WITH 8D NAILS OR EQUJV STAPLES 0 6" 0.C. 5 1/2' 1,75" LVL BOX BEAM HEADER DETAIL Scale 1/2" = 1' -0" DESIGN INTELLIGENCE, LLC MO Sawa 3.1 hrl AHIWRC. IDAHO 13400 IN. ( 2011 ass-tor FAX. ( Rol 1211 07'00 ERICK SON PONTIAC GMC REXBURG, IDAHO f 9' That &owing is for this Walton 004 teelan0 001 000 0 not to 00 re0006 in orq moaner without the written camnl of Oea6O. tnlaiyer <. s ;r.. 1/8' = P-0" as/ 27 /tTt ______________._.__._ TH S1Al.L FRAMING ? V "I gn Des Intelligence, LLC Structural Engineering 135 East Main, Suite A Rexburg, Idaho 83440 Date: July 24, 2001 To: John Millar Rexburg City Engineer Subject: Erickson Pontiac GMC — New Facility Dear Mr. Millar, Call: (208) 359 -1461 FAX: (208) 359 -0740 The following letter intends to documents your requests regarding various areas of construction as given to me on June 19, 2001. 1. City requests that a 12" storm drain connection be made to the new catch basin at the south east corner of Erickson's property extending across 1500 West where it is to be stubbed off. 2. City requests that curb along 1500 West provide a minimum 2% slope to the crown of the road. 3. Sewer manhole (MH - #7) must be raised to grade as noted on the site plan. 4. The City agreed to address in the Developer's Agreement, compensation to Erickson's for the storm sewer crossing and the heavier road section requested for 1500 West noted on Sheet C -4 of the plans. Please call if you have any questions or a different understanding of our conversation. Scott A Spaulding, P. . Design Intelligence, LLC 1 7/26/2001 Joe Morgan Gemstate Fire Protection 1105 Iona Road Box 2620 Idaho Falls, ID 83403 Dear Joe, The Idaho State Fire Department review for the Erickson Pontiac Building included the requirement for sprinkling the canopy area in front of the building if the owner wanted to park vehicles under the canopy. The sprinklers under the canopy are required only if the canopy is constructed of combustible materials. I have attached a drawing that Ericksons have provided me that shows that the combustible materials will be encapsulated within non - combustible materials. If the State Fire Marshall is in agreement, I feel that this design would satisfy the requirements and thus allow the removal of all sprinklers from under the canopy. Please let me know if the Fire Marshall will accept this design. If you have any questions please give me a call at 359 -3020 ext. 314. Sincerely, Val Christensen Assistant Engineer cc: John Millar Chris Huskinson Rex Erickson STATE OF IDAHO www.ci.rexburg.id.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us BUILDING STEEL METAL ROOFING METAL FLASHING CANOPY STEEL DRYVIT SYSTEM ABOVE WINDOWS SAME AS FACADE METAL SOFFIT SECTION AT CANOPY FRONT OF BLDG - OTHER AREAS SIMILAR NOT TO SCALE \ DRYVIT STUCCO FINISH 7 RIGID FOAM BOARD / WAFER BOARD ittr. OKI/SPCC: MP W. WW / DUG : ERICKSONS PONTIAC GHC REXBURG, IDAHO CANOPY SECTION DETAIL DESIGN INTELLIGENCE, LLC Al I I Sera Ant ha PW. =I PAZ ( NVAIGI-0140 This &pang is kw this Wolk. and ems!~ anly Ond is MX 10 bit Matti in 2 1M COortt ge 1 .1■ 81 0.011. I/2 r-0" 07/24/01 D-I gn Des Intelligence, LLC Structural Engineering 135 East Main, Suite A Rexburg, Idaho 83440 Date: October 24, 2001 To: Eric Erickson Erickson Pontiac GMC 1 Call: (208) 359 -1461 FAX: (208) 359 -0740 Subject: Walk -Thru Items Dear Eric, The following items need to be completed prior to the issuance of a Certificate of Occupancy. 1. Handicapped parking — mark spaces with standard ADA symbol. Mark a 5' -0" wide by 20' -0" long off - loading area next to the parking space. 2. Outside ramps on each side of the Show Room require handrails on each side of the walk (per ANSI 117.1 section 505.2. Hand rails shall be 34 to 38 inches high. Provide a lower rail not more than 4" above the walk surface to act as a curb barrier. 3. Inside ramp on west side of office in Show Room — Provide (1) handrail on the west side of the ramp. See handrail note item 3. 4. Firewall roof next to the Service area requires duct penetrations to be 28 gage metal not flex. 5. Firewall sheet rock separating the Body Shop and the Service area from the Parts and office area shall pinch roof insulation to get as close to the under side of the roof deck as possible. 6. Furnace Room — building steel projects into head room. Paint the beam red all sides full depth. 7. Seal (2) holes extending through the foundation wall on the south side of the Body Shop. 8. Install all sprinkler heads. Fire Inspector may require written verification from the fire sprinkler system installer that the system is functional prior to issuance of the Certificate of Occupancy. 9. Truck ramp on south side of building — provide three landings with a rise of approximately 7" each between the sides of the ramp. 10. Stairs at the sides of the south display area in front of the Show Room — Provide stairs up to the show area. Stairs shall be 36" wide with a handrail on one outside edge. No curb barrier required. 11. Car show area — It is highly recommended that the car show area that is between the Show Room and the truck ramp on the south side of the building be fitted with a railing around the outside. The code does not require this but it would be very easy for a customer to walk off the edge. 12. Provide lighted Exit signs as marked on the attached Master Floor Plan drawing. 13. Boiler Room — all wall and ceiling penetrations to be sealed using UL acceptable methods for a one hour fire rating. 14. Boiler Room — 1600 square inches of ventilation area is required for the boilers. The code (UBC section 302.5) requires a one hour fire separation. The door to the room opens out into the Parts Room providing visual awareness of what is happening in the boiler room. This awareness coupled with the large open space of the Parts Room meets the intent of the Code for occupancy separation. Since an opening in the wall to provide ventilation would be about the same size as the door opening no door shall be installed. 15. Boiler Room Floor Marking — a yellow rectangle the width of the Boiler room and extending four feet out from the door shall be painted on the floor. No stacking or storage of materials shall be allowed within this space. 16. Special Inspections: • High Strength Bolt Inspection — Teton West shall provide a letter from a qualified inspector stating that the UBC required bolt inspection has been performed. • Concrete Testing — Concrete was designed for a 28 day strength of 2500 psi which does not require testing. Please call me if you have any questions. Respectfujly, Scott A Spaulding, P.E. Design Intelligence, LLC 2 MARK DESCRIPTION TYPE COUNT 1 36x84 PERSONNEL EXT STEEL 8 2 12' -0" x 12' -0" OVER HEAD 5 3 10' -0" x 10' -0" OVER HEAD 2 4 32x84 PERSONNEL WOOD HOLLOW 5 18' -0" x 12' -0" OVER HEAD 4 6 42x84 PERSONNEL EXT STEEL 7 8' -0" x 10' -0" OVER HEAD 1 8 18' -0" x 13' -0" OVER HEAD 1 9 48x109/96x109 ENTRY CLASS DBL SW 1 10 36284 ENTRY GLASS 4 11 12' -0 "x12' -0" EXT STEEL BF 1 3 20' 0' 21' -f0' 70' -0' Service Department ADA RAMP TO SHOWROOM SEE DETAIL SHT A -6 36" LANDSCAPE STRIP 5' Sidewalk 129' -6" 129' 6' 5' WIDE OFFLOADING AREA 6" PIPE BOLLARD TYPICAL E• N SLOPE TO S SEE SHT S -3 ADA RE 'TROD STAIRS TO MEZZANINE Parts Room STAIRS TO MEZZANINE 5' Sidewalk 10' -0 " r- Body Shop OW •OOM 40' - 0' BEGIN SLOPE 40' -0' Paint Shop 36" LANDSCAPE STRIP 5' Sidewalk 75' 0" 12' -6" f- 14' -0' -t-- 14' -6' -{^- 15' -9" • •• • • I • • ® ∎• ® • i O Detail Shop 60' EXTERIOR DOOR SCHEDULE •8' 30' -0' 60' 0" 74' 6' 340' 0" Customer Parking Scale 1" = 30" -0" Customer Parking MASTER FLOOR PLAN 37' 6 SEE SHEET A -3 & A -4 110' 6' 12' -6' SEE SHEETA -5 27' 1/' 5' WIDE OFFLOADING AREA / ' • 9 ' - s' 3 ' -6 " 70' -0" REF. O.6/SPEC OUP REF. SPEC. / 1*6 CONSTRUCTION NOTES: 1. ALL CONCRETE APRONS EXTEND OUT 8' -0" FROM THE BUILDING AND 1' -0" PAST THE DOOR OPENING ON EACH SIDE. 2. DOOR LOCATIONS MAY BE ADJUSTED TO BETTER ACCOMODATE SIDING AND STRUCTURE PROVIDED CONTRACTOR OBTAINS PERMISSION FROM OWNER AND AFTERWARD PROVIDES "AS- BUILT' MARK -UPS TO OWNER'S ENGINEER. ARCHITECTURAL NOTES: FLOOR FINISHES: ALL OFFICES WILL BE CARPETED. THE SHOWROOM FLOOR AND THE WAITING ROOM AREA WILL BE TILED. ALL OTHER AREAS WILL BE SEALED CONCRETE OR PAINTED CONCRETE. WALL FINISHES: ALL OFFICE AREA WALLS WILL BE SHEET ROCKED AND PAINTED. THE DETAIL SHOP, SERVICE DEPARTMENT, PARTS ROOM AND BODY SHOP SHALL BE INSULATED WITH A FULL HEIGHT METAL LINER. CEILINGS: CEILINGS IN OFFICE AND SHOW ROOM AREAS SHALL BE SUSPENDED AND SHALL INCORPORATE SOUND ABSORBTION MATERIAL. CEILINGS IN ALL OTHER AREAS SHALL BE UNFINISHED. INSULATION: WALLS WILL BE INSULATED WITH R -19 BAT INSULATION. ROOF WILL BE INSULATED WITH R -38 BAT INSULATION. ADA CONTRACTOR SHALL PROVIDE ADA APPROVED SICNACE AND MARKING ON PAVEMENT TO IDENTIFY HANDICAPPED PARKING AND OFF LOADING AREAS. DESIGN INTELLIGENCE, LLC • S•W3.A RPM 81X8086. 177100 83010 P0. ( 30•) 371 -10 8I PAX. ( 30•) 36• -0700 ERICKSGN PONTIAC GMC, INC. RExBURG. IDAHO MASTER FLOOR PLAN SA.S 7/26/2001 Joe Morgan Gemstate Fire Protection 1105. Iona Road Box 2620 Idaho Falls, ID 83403 Dear Joe, The Idaho State Fire Department review for the Erickson Pontiac Building included the requirement for sprinkling the canopy area in front of the building if the owner wanted to park vehicles under the canopy. The sprinklers under the canopy are required only if the canopy is constructed of combustible materials. I have attached a drawing that Ericksons have provided me that shows that the combustible materials will be encapsulated within non - combustible materials. If the State Fire Marshall is in agreement, I feel that this design would satisfy the requirements and thus allow the removal of all sprinklers from under the canopy. Please let me know if the Fire Marshall will accept this design. If you have any questions please give me a call at 359 -3020 ext. 314. Sincerely, Val Christensen Assistant Engineer cc: John Millar Chris Huskinson Rex Erickson City 0/ STATE OF IDAHO www.ci.rexburg.id.us ury P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @ci.rexburg.id.us METAL ROOFING BUILDING STEEL METAL FLASHING CANOPY STEEL DRYVIT SYSTEM ABOVE WINDOWS SAME AS FACADE METAL SOFFIT SECTION AT CANOPY FRONT OF BLDG — OTHER AREAS SIMILAR NOT TO SCALE DRYVIT STUCCO FINISH RIGID FOAM BOARD 1/2' WAFER BOARD OUP w. SPEC. / OuG DESIGN INTELLIGENCE, LLC ON JYr14 �/d h. PN. ( m -1 1 FAIL O (( ma-»N ERICKSONS PONTIAC GMC REXBURG, IDAHO CANOPY SECTION DETAIL nw d emo to Iu INO tocotioo eM CWIOm« o.d1 OM 1t n01 10 M mooed in ow Tenon About IM .111M COMInt Of Dosign ... ;.. 1/2' 1 - 0' 07/24/01 D -1 8/2/2001 Joe Morgan Gemstate Fire Protection 1105 Iona Road Box 2620 Idaho Falls, ID 83403 Sincerely, Val Christensen Assistant Engineer cc: John Millar Chris Huskinson Rex Erickson STATE OF IDAHO www.ci.rexburg.id.us Ury P.O. Box 280 12 North Center Street Rexburg, ldaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us Dear Joe, The Idaho State Fire Department review for the Erickson Pontiac Building included the requirement for sprinkling the canopy area in front of the building if the owner wanted to park vehicles under the canopy. The sprinklers under the canopy are required only if the canopy is constructed of combustible materials. I have attached a drawing that Ericksons have provided me that shows that the combustible materials will be encapsulated within non-combustible materials. I feel that this design would satisfy the requirements and thus allow the removal of all sprinklers from under the canopy. Please let me know if the Fire Marshall will accept this design. If you have any questions please give me a call at 359 -3020 ext. 314. T,7 1-0 111/Ye/LO ----- 77;77T:;Vs7;777 ' utlina Ato IMMO, &WHIM OAIA0 war 41 :MOW P PA 11 OVIA .1 Per:A = 111/130 N01.13.3S AcION1/3 1314101 "001111X38 3111,1N0.1 SNOSX3183 " Walie w"" 377 '83N301773.1N1 Noma ft11/13dS 114010 • MIVINIO am 1:121V011 HSINIA 03 N3.3 .2/I WV03 (11918 onis 11AAela .77VOS 01 ION WV7INIS SK7217 113H10 - 0(77E1 JO ,LN0111 AdONV3 LLV NOLLOJS 1I3JOS 1V13W 3CIV3VA SV 3WVS SMOGNIM .--. 3A0EIV W31SAS lIAANCI N 1331S AdONV3 ONIHSV1.3 1V13W 1331S oNunins 0N130021 1V13W FOUNDATION DESIGN FOR ERICKSON PONTIAC BUILDING REXBURG, IDAHO For Teton West Construction NOTES: 1. Foundation configuration provided by Joe Spaulding of Teton West Construction. 2. Foundation loads from VP Buildings Structural Design Data Report dated 4/27/01. Job number CA0113272- 01OE1. Anchor bolt details taken from VP Buildings drawings dated 4/22/01, Sheets AB -1 and AB -2. 3. Concrete 28 day strength shall be 2500 psi minimum. Slump shall be 3 -4.5 in. Reinforcement bars shall be ASTM A615 with F,, = 40,000 psi. 4. Concrete construction per ACI -318. 5. Allowable soil bearing pressure = 3000 psf 6. Rectangular piers shown on drawings may be replaced with circular piers formed by sonotubes if the reinforcement is the same, the concrete area is equal to that of the rectangular pier, and there is sufficient cover for the reinforcement as required by ACI -318. INDEX Detail Page Foundation for Detail D 1 on Framelines C and J 2 Foundation for Detail D10 on Columns C11 and C12 3 Foundation for Detail D5 on Columns C10 and C13 4 Foundation for Details D2, D4 and D15 5 Foundation for Details D3 6 Foundation for Detail D14 on Columns G8 and G15 7 Foundation for Detail D8 on Columns E 10 and E 13 8 Foundation for Detail D7 on Columns G10 and G13 9 Foundation for Detail D12 on Columns G11 and G12 10 Foundation for Detail D6 on Columns L10 and L13 11 Foundation for Detail D11 on Columns L11 and L12 12 Foundation for Detail D9 on Columns M11 and M12 13 Foundation for Detail D5 on Columns A2, A4 and C4 14 Foundation for Detail D5 on Columns K9 and K14 15 Foundation for Detail D13 on Columns K8 and K15 16 6' —O'SC, 10' #3 TIE, TYP, 4 PLACES 10' MAX. SPACING 1 I I t 1 0 0 0 1 - , --8' r -- 4 #6 VERTICAL BARS, EXTEN'1- L INTO FOOTING AS SHOWN PLAN VIEW 14' -- SECTION 5/7/01 1 3' CL CONTINUOUS WALL FOOTING CONTINUOUS STEMWALL 1' DIA, ANCHOR BOLTS su 3 I 1- -- 18' --- ^1 4 #5 BARS TO OPPOSITE COLUMN ERICKSON PONTIAC BUILDING COLUMN FOUNDATION FOR DETAIL D1 ON FRAMELINES C AND J i 6' SLAB 8' X —BEAM 1 0' 18' 12' X -BEAM 4 #5 BARS TO OPPOSITE COLUMN 8 #6 BARS EACH DIRECTION SPACED AS SHOWN 6' -0'SO. 10' 4 #6 VERTICAL BARS. EXTEN INTO FOOTING AS SHOWN #3 TIE, TYP. 4 PLACES 10' MAX. SPACING 1 i 1 III i i PLAN VIEW 14' SECTI ❑N CONTINUOUS WALL FOOTING CONTINUOUS STEMWALL 3/4' DIA. ANCHOR BOLTS 1, 3 I 1....----18'- 1....----18'- #5 HAIRPIN INTO SLAB ERICKS ❑N P❑NTIAC BUILDING COLUMN F❑UNDATI ❑N FOR DETAIL D10 ON COLUMNS C11 AND C12 5/7/01 #5 HAIRPIN, EXTEND MIN. OF 4' INTO SLAB. 6' SLAB 18' 18' 8 #6 BARS EACH DIRECTION SPACED AS SHOWN 3 5' -0' SQ. 10' GRADE 4 #5 VERTICAL BARS. EXTEND INTO FOOTING AS SHOWN T 0 O 1 1 #3 TIE, TYP. 4 PLACES 10' MAX. SPACING I I I r -- PLAN VIEW 10'-- 5' 0' SECTION 5/7/01 18' WIDE CONTINUOUS WALL FOOTING CONTINUOUS STEMWALL TWO 3/4' DIA. ANCHOR BOLTS 2 I #4 HAIRPIN EXTEND 3' MIN. INTO SLAB #4 HAIRPIN INTO SLAB 2' 12' 6 #5 BARS EACH DIRECTION SPACED AS SHOWN ERICKS❑N PONTIAC BUILDING F❑UNDATI ❑N FOR DETAIL D5 ON COLUMNS C10 AND C13 GRADE 4' -0' 1 PLAN VIEW - *- --12' 2' 0' 0 8'.--e- 12' SECTION 1.5' TYP, ENDWALL CENTER IN WALL SIDEWALL 8' 5' t 5' 1' DIA. X 18' LONG ANCHOR BOLTS ON DETAIL D15 3/4' DIA, X 18' LONG ANCHOR BOLTS ON DETAILS D2 AND D4 #4 VERT. BARS 16' O.C. 5 #4 H❑RIZ. BARS CONTINUOUS IN WALL 2 #4 VERT, BARS IN CORNERS OF ENLARGED WALL \--2-- 3 #4 L❑NGINTUDINAL BARS IN WALL FOOTING #4 @ 18' D.C. TRANSVERSE ERICKS ❑N P❑NTIAC BUILDING F❑UNDATI ❑N FOR DETAILS D2, D4 AND D15 5/8/01 5 4' -0' 10' 1 L • 0 r 1' 4'1-- I 10' PLAN VIEW 24' SECTION 1.5' TYP, CENTER IN WALL #4 HAIRPIN BAR. EXTEND 3' INT❑ SLAB. 3/4' DIA. X 18' ANCHOR BOLTS #3 TIES AT 10' O.C. #4 HAIRPIN INT❑ SLAB ERICKSON PONTIAC BUILDING FOUNDATION FOR DETAIL D3 5/8/01 STEMWALL REINFORCEMENT 4 #4 VERT. BARS IN CORNERS OF ENLARGED WALL 3 #4 LONGITUDINAL BARS IN WALL FOOTING #4 @ 18' O.C. TRANSVERSE 6 GRADE 4' - 0' 1 h8' 8' 4' PLAN VIEW 1 2' 2' 0' J 8' SECTION 1.5' TYP, ENDWALL CENTER IN WALL SIDEWALL 5' 5' 3/4' DIA. X 18' LONG ANCHOR BOLTS #4 VERT. BARS 16' O.C. 5 #4 HORIZ. BARS CONTINUOUS IN WALL 2 #4 VERT. BARS IN CORNERS OF ENLARGED WALL \ Z \ 3 #4 LONGINTUDINAL BARS IN WALL FOOTING #4 2 18' O.C. TRANSVERSE ERICKSON P❑NTIAC BUILDING FOUNDATION FOR DETAIL D14 ON COLUMNS G8 AND G15 5/8/01 7 6' -0" SQ, PLAN VIEW 6' 0' SQ, SECTION FOUR 3/4' ANCHOR BOLTS 24' ERICKSON P❑NTIAC BUILDING F ❑UNDATI ❑N FOR DETAIL D8 ON COLUMNS E10 AND E13 5/8/01 6 #5 BARS EACH WAY SPACED AS SHOWN 4' -0 SQ. 24' 1 2' th 0 0 r 18' WIDE C ❑NTINU ❑US WALL F❑❑TING /i CONTINUOUS STEMWALL TWO 3/4' DIA. ANCHOR BOLTS 1 "' 18' - -� 18' PLAN VIEW --10' e'--{ (- 4' 0' SQ, SECTION ERICKS ❑N PONTIAC BUILDING FOUNDATI ❑N FOR DETAIL D7 ON COLUMNS G10 AND G13 5/7/01 4 #5 VERTICAL BARS. EXTEND INTO FOOTING AS SHOWN #3 TIE, TYP. 4 PLACES 10' MAX, SPACING a 5 #5 BARS EACH DIRECTION SPACED AS SHOWN 9 7' -0 SQ, PLAN VIEW 7' 0' SQ, ti • • • cz C7 • ai SECTION FOUR 3/4' ANCHOR BOLTS 1 30' i ERICKSON PONTIAC BUILDING FOUNDATION FOR DETAIL D12 ON COLUMNS G11 AND G12 5/8/01 8 #6 BARS EACH WAY SPACED AS SHOWN /0 4' -0 SG. 12' 4 #5 VERTICAL BARS. EXTEND INTO FOOTING AS SHOWN #3 TIE, TYP. 6 PLACES 10' MAX. SPACING PLAN VIEW 4' 0' SECTION 5/7/01 10' VIDE CONTINUOUS WALL FOOTING CONTINUOUS STEMWALL FOUR 3/4' DIA. ANCHOR BOLTS s 3 10' 4' -0' 12' 4 #6 BARS EACH DIRECTION SPACED AS SHOWN ERICKSON PONTIAC BUILDING FOUNDATION FOR DETAIL D6 ON COLUMNS L10 AND L13 LL 5' -0 SQ. PLAN VIEW GM U 5' 0' SQ, SECTION FOUR 3/4' ANCHOR BOLTS 1p 24' 5 #4 BARS EACH WAY SPACED AS SHOWN ERICKSON PONTIAC BUILDING FOUNDATI ❑N FOR DETAIL Dll ON COLUMNS L11 AND L12 5/8/01 �6' SLAB 4' -0 SQ. 10' 4 #5 VERTICAL BARS, EXTEND INTO FOOTING AS SHOWN #3 TIE, TYP. 6 PLACES 10' MAX, SPACING GRADE #4 HAIRPIN EXTEND 3' MIN, INTO SLAB I AND WALL Tr� iJ_ � I I I I I I I I —8' PLAN VIEW 16' 4' 0' sq. 5/9/01 #5 HAIRPIN EXTEND 4' MIN. INTO SLAB 18' WIDE CONTINUOUS WALL FOOTING CONTINUOUS STEMWALL TWO 1' DIA. ANCHOR BOLTS #5 HAIRPIN INTO SLAB #4 HAIRPIN INTO SLAB AND WALL 4' -0' 12' 4 #5 BARS EACH DIRECTION SPACED AS SHOWN SECTION ERICKS ❑N P❑NTIAC BUILDING FOUNDATI ❑N FOR DETAIL D9 ON COLUMNS M11 AND M12 l3 4' -0' GRADE 3' -0 SQ. 10' 4 #5 VERTICAL BARS. EXTEND INTO FOOTING AS SHOWN #3 TIE, TYP. 4 PLACES 10' MAX. SPACING �e• -1- - lo• r PLAN VIEW 3' 0' SECTION 5/8/01 CONTINUOUS STEMWALL TWO 3/4' DIA. ANCHOR BOLTS — 18'- -� #4 HAIRPIN INTO SLAB #4 HAIRPIN EXTEND 3' MIN. INTO SLAB 18' WIDE CONTINUOUS WALL FOOTING 2' -0' 12' 3 #4 BARS EACH DIRECTION SPACED AS SHOWN ERICKS❑N PONTIAC BUILDING F ❑UNDATI ❑N FOR DETAIL D5 ON COLUMNS A2, A4 AND C4 3' -0 SQ, 1 0 0 PLAN VIEW 3' 0' SECTION ERICKS ❑N PONTIAC BUILDING F❑UNDATI ❑N FOR DETAIL D5 ON COLUMNS K9 AND K14 5/8/01 TWO 3/4' DIA, ANCHOR BOLTS 3 �--- —12'— -� #4 HAIRPIN EXTEND 3' MIN. INTO SLAB #4 HAIRPIN INTO SLAB 3 #4 BARS EACH DIRECTION SPACED AS SHOWN /!o 4' -B' SQ, 1 12' PLAN VIEW 4' 8' SQ. SECTION 5/8/01 TWO 3/4' DIA, ANCHOR BOLTS 0 -- 12'- -...1 #4 HAIRPIN EXTEND 3' MIN. INT❑ SLAB #4 HAIRPIN INT❑ SLAB 4 #4 BARS EACH DIRECTION SPACED AS SHOWN ERICKS ❑N P❑NTIAC BUILDING F❑UNDATI ❑N FOR DETAIL D13 ON COLUMNS K8 AND K15 Project Number: 01 -11 Project Name: ERICKSON PONTIAC Address: MAIN Occupancy: H4- H4,B,S2,M,S3 Construction: II- N:II -N SECTION # 1 FL 1 BODY SHOP 1 PAINT SHOP TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5 -B CITY OF REXBURG ENGINEERING 12 NORTH CENTER REXBURG, IDAHO 83440 (208)359 -3020 Plan analysis based on the 1997 Uniform Building Code Date: May 3, 2001 Contractor: Architect: Engineer: SPAULDING Report By: VAL CHRISTENSEN NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 99.0 Feet 99.0 Feet EAST Public way 191.0 Feet 161.0 Feet SOUTH Public way 273.0 Feet 223.0 Feet WEST Building 0.0 Feet 0.0 Feet Allowable area increased 100.% for open area on 3 sides. -- Sec. 505.1 NAME OCC MAX FLR AREA ALLOWED RATIO STATUS H4 ok 4900 15000 0.33 ok H4 ok 2870 15000 0.19 ok 7770 15000 0.52 ok 7770 15000 0.52 ok The actual height of this building is 22. feet. The maximum height of the building is 55. feet. -- Table 5 -B Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 2 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Non -Comb No EAST For Bearing Non- Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Non -Comb No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Non -Comb No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 4 hour 4 hour Not AllowedNon-Comb No None -- No fire protection requirements for openings, 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5 -A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 3 OTHER BUILDING ELEMENTS Table 6 -A ELEMENT MATERIAL RATING Interior Bearing wall Noncombustible 0 hr Interior nonbrg wall Noncombustible 0 hr Structural Frame Noncombustible 0 hr Exterior Struct Frame Noncombustible 0 hr Floor /Ceiling Assembly Noncombustible 0 hr Roof /Ceiling Assembly Noncombustible 0 hr Stairs Noncombustible None NOTES See Footnote #5 See footnote #1 See Footnote #18 See Footnote #8 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6 -A, footnote 1 9) In areas with vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials. -- Sec. 307.2.2 18) In areas containing hazaradous materials, the floor shall be of noncombustible, liquid -tight construction. -- Sec. 307.2.2 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 4 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area, Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire - resistive integrity of wall is maintained. -- Sec. 709.7 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 5 FLOOR /CEILING AND ROOF /CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire - resistive horizontal assemblies shall be enclosed in fire - resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. 3. Sprinklers with metal escutcheon plates. Fire- resistive roofs may have unprotected openings. -- Sec. 710.4 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire- resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire- resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019 -inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire - resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire- resistive floor- ceiling or roof - ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. OCCUPANCY SEPARATIONS -- Table 3 -B None required Page # 6 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 7 HEATING EQUIPMENT SEPARATION: FOR H4 OCCUPANCY: A 2hr occupancy separation is required around rooms containing a boiler or central heating unit. -- Sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an H4 occupancy. -- Table 3 -B SECTION # 1 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 BODY SHOP 24 2 4.8 No N/A Out 8 1 PAINT SHOP 14 2 2.8 No N/A Out 8 TOTAL 38 2 7.6 No N/A Out In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10 -A. Number of exits is based on Table 10 -A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10 -B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10 -B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: 8) The number of exits is based on Sec. 1007.4.1 Page # 8 FLUSH AND SURFACE BOLTS: Manually operated edge- or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 9 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5.2.1 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 10 BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of'refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire - resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two -way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15 -A 2) See section 1504 and ICBO research reports for requirements. Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 11 AREA SEPARATION WALL REQUIREMENTS: 1) The area separation wall is required to be a 2 hr fire assembly. Openings are limited to 25 percent of the length of the wall and protected with a 1 1/2 hour assembly. -- Sec. 504.6.2 2) If the building has a projection, 1 hr. protection is required on the exterior wall each side of the area separation wall equal to the depth of the projection. -- Sec. 504.6.3, exceptions If the projection has a concealed space at the area separation, wall, the area separation wall must extend through the projection. 3) If the area separation wall terminates at an inside corner, see the article in 'Building Standards' Sep /Oct 1982 for requirements. AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 904.2.2 Note: Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall. An automatic sprinkler system is required in an H4 occupancy more than 3000 square feet. -- Sec. 904.2.5.2 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: FIRE ALARM SYSTEM: A manual fire alarm system shall be provided in Group H Occupancies used for the manufacturing of organic coatings. Smoke detection shall shall be provided in rooms used for the storage, dispensing, use, and handling of hazardous materials. -- Sec. 307.9 The alarm system is to be as set forth in the Fire Code. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page if 12 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8 -2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450. -- Sec. 707.3 2) Foam plastic insulations are required to be protected. -- Sec. 2602 ADDITIONAL REQUIREMENTS: For H4 occupancy 1) If required by the Fire Code, storage areas for hazardous materials shall be provided spill control and secondary containment. -- Sec. 307.2.3.2 If an individual vessel has a capacity of more than 55 gallons or the aggregate capacity of multiple vessels exceeds 1,000 gallons, floors shall be constructed to contain a spill from the largest single vessel by one of the following methods: 1. Liquid -tight sloped or recessed floors, 2. Liquid -tight floors provided with liquid -tight rased or recessed sills or dikes, or 3. Sumps and collection system. Except for surfacing, the floors, sills, dikes, sumps, and collection systems shall be constructed of noncombustible material and the liquid -tight seal shall be compatible with the material stored. -- Sec. 307.2.3.2 2) Smoke and heat venting shall be provided as set forth in the Fire Code. -- Sec. 307.2.5 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 13 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO /ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front' of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 SECTION # 2 Page # 14 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 67.0 Feet 67.0 Feet EAST Building 0.0 Feet 0.0 Feet SOUTH Public way 188.0 Feet 138.0 Feet WEST Public way 315.0 Feet 215.0 Feet Allowable area increased 100.% for open area on 3 sides. -- Sec. 505.1 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN FL Page # 15 NAME OCC MAX FLR AREA ALLOWED. RATIO STATUS 1 DETAIL ROOM S3 ok 2250 24000 0.09 ok 1 SERVICE DEPT H4 ok 9065 15000 0.6 ok 1 PARTS ROOM S2 ok 2684 36000 0.07 ok 1 Mechanical Room B ok 96 24000 0.0 ok 1 Office B ok 2500 24000 0.1 ok 1 SHOW ROOM M ok 2320 24000 0.1 ok 1 WAITING ROOM B ok 570 24000 0.02 ok TOTAL FOR FLOOR 19485 19461 1.0 ok BUILDING TOTAL 19485 19461 1.0 ok -- Sec. 504 and Table 5 -B The actual height of this building is 22. feet. The maximum height of the building is 55. feet. -- Table 5 -B Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 16 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Non -Comb No B 0 hour 0 hour None Non -Comb No S2 0 hour 0 hour None Non -Comb No M 0 hour 0 hour None Non -Comb No S3 0 hour 0 hour None Non -Comb No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 4 hour 4 hour Not AllowedNon -Comb No B 1 hour 1 hour Not AllowedNon -Comb No S2 1 hour 1 hour Not AllowedNon -Comb No M 1 hour 1 hour Not AllowedNon -Comb No S3 1 hour 1 hour Not AllowedNon -Comb No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Non -Comb No B 0 hour 0 hour None Non -Comb No S2 0 hour 0 hour None Non -Comb No M 0 hour 0 hour None Non -Comb No S3 0 hour 0 hour None Non -Comb No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Non -Comb No B 0 hour 0 hour None Non -Comb No S2 0 hour 0 hour None Non -Comb No M 0 hour 0 hour None Non -Comb No S3 0 hour 0 hour None Non -Comb No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5 -A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN OTHER BUILDING ELEMENTS Table 6 -A ELEMENT MATERIAL RATING Interior Bearing wall Noncombustible 0 hr Interior nonbrg wall Noncombustible 0 hr Structural Frame Noncombustible 0 hr Exterior Struct Frame Noncombustible 0 hr Floor /Ceiling Assembly Noncombustible 0 hr Roof /Ceiling Assembly Noncombustible 0 hr Stairs Noncombustible None Page # 17 NOTES See Footnote #5 See footnote #1 See Footnote #18 See Footnote #8 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6 -A, footnote 1 5) Nonload- bearing walls within a tenant space that are not part of a 1 hr. corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant - treated wood c) One -hour construction (any material) -- Sec. 601.5.2.1 9) In areas with vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials. -- Sec. 307.2.2 18) In areas containing hazaradous materials, the floor shall be of noncombustible, liquid -tight construction. -- Sec. 307.2.2 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 18 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to`be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire - resistive integrity of wall is maintained. -- Sec. 709.7 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 19 FLOOR /CEILING AND ROOF /CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire - resistive horizontal assemblies shall be enclosed in fire - resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. 3. Sprinklers with metal escutcheon plates. Fire- resistive roofs may have unprotected openings. -- Sec. 710.4 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 20 SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire- resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire- resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019 -inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire- resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire - resistive floor - ceiling or roof - ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 21 OCCUPANCY SEPARATIONS -- Table 3 -B H4 -B lhr H4 -S2 lhr H4 -M lhr H4 -S3 lhr B -S2 Ohr B -M Ohr B -S3 lhr A customer waiting room not exceeding 450 sq.ft. with an exit to the exterior is not required to be separated. -- Sec. 302.1 exc. 2.5 S2 -M lhr The separation is not required if the storage area is 1000 sq.ft. or less. -- Sec. 309.2.2 exc. 1 With sprinkler system in storage, storage may be 3000 sq.ft. -- Exception 2 S2 -S3 lhr M -S3 lhr HEATING EQUIPMENT SEPARATION: FOR H4 OCCUPANCY: A 2hr occupancy separation is required around rooms containing a boiler or central heating unit. -- Sec. 302.5 FOR B OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 FOR 52 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 FOR. M OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 FOR S3 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302,5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an H4 occupancy. -- Table 3 -B Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN SECTION # 2 Page # 22 FOR M OCCUPANCY: Storage areas in excess of 1,000 sq.ft. are required to be separated from the retail area by a 1 hr. occupancy separation. -- Sec. 309.2.2 NOTE: Storage area may be increased to 3,000 square feet if there is a sprinkler system in the storage area before a separation is required. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 DETAIL ROOM 11 1 2.2 No N/A N/R 1 SERVICE DEPT 45 2 9.0 No N/A Out 8 1 PARTS ROOM 9 1 1.8 No N/A N/R 1 Mechanical Room 0.0 No N/A N/R 1 Office 25 1 5.0 No N/A N/R 1 SHOW ROOM 77 2 15.4 No N/A Out 1 WAITING ROOM 6 1 1.2 No N/A N/R TOTAL 173 2 34.6 No N/A Out In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10 -A. Number of exits is based on Table 10 -A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10 -B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10 -B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: 8) The number of exits is based on Sec. 1007.4.1 Page # 23 FLUSH AND SURFACE BOLTS: Manually operated edge- or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface- mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 24 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5.2.1 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 25 BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at ].east a one - hour fire- resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two -way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15 -A 2) See section 1504 and ICBO research reports for requirements. Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 26 AREA SEPARATION WALL REQUIREMENTS: 1) The area separation wall is required to be a 2 hr fire assembly. Openings are limited to 25 percent of the length of the wall and protected with a 1 1/2 hour assembly. -- Sec. 504.6.2 2) If the building has a projection, 1 hr. protection is required on the exterior wall each side of the area separation wall equal to the depth of the projection. -- Sec. 504.6.3, - exceptions If the projection has a concealed space at the area separation, wall, the area separation wall must extend through the projection. 3) If the area separation wall terminates at an inside corner, see the article in 'Building Standards' Sep /Oct 1982 for requirements. AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 904.2.2 Note: Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall. An automatic sprinkler system is required in an H4 occupancy more than 3000 square feet. -- Sec. 904.2.5.2 An automatic sprinkler system is required in retail sales rooms with a floor area greater than 12,000 sq.ft. -- Sec. 904.2.7 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: FIRE ALARM SYSTEM: A manual fire alarm system shall be provided in Group H Occupancies used for the manufacturing of organic coatings. Smoke detection shall shall be provided in rooms used for the storage, dispensing, use, and handling of hazardous materials. -- Sec. 307.9 The alarm system is to be as set forth in the Fire Code. SMOKE AND HEAT VENTING REQUIREMENTS: If there is over 15000 sq.ft. of undivided H- occupancy area, vents are required. -- Sec. 906.1 2. Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 27 1) Vents shall be fixed in the open position or vents shall be activated by temperature and shall open automatically in the event of fire. -- Sec. 906.3 2) Vents may not be located closer than 20 feet to an adjacent property line. -- Sec. 906.3 3) The effective venting area shall be not less than 16 sq.ft. with no dimension less than 4 feet, excluding ribs or gutters whose total width does not exceed 6 inches. -- Sec. 906.5.1 4) The maximum center -to- center spacing between vents within the building shall be 100 feet. -- Sec. 906.5.2 5) The following ratios of effective area of vent openings to floor area shall be 1:50. -- Sec. 906.5.3 6) Curtain Boards shall be provided to subdivide a vented building. -- Sec. 906.6.1 7) Curtain boards shall be sheet metal, asbestos board, lath and plaster, gypsum wallboard or other approved materials. -- Sec. 906.6.2 8) Curtain boards shall extend down from the ceiling for a minimum depth of 12 feet but need not extend closer than 8 feet to the floor provided the curtain is not less than 6 feet in depth. -- Sec. 906.6.3 9) The maximum distance between curtain boards is 100 feet. The maximum area area between curtain boards is 15,000 sq.ft. -- Sec. 906.6.4 VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8 -2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 28 INSULATION NOTES: 1) All insulation material including facings are required to have a flame- spread rating of 25 or less and a maximum smoke density of 450. -- Sec. 707.3 2) Foam plastic insulations are required to be protected. -- Sec. 2602 ADDITIONAL REQUIREMENTS: For H4 occupancy 1) If required by the Fire Code, storage areas for hazardous materials shall be provided spill control and secondary containment. -- Sec. 307.2.3.2 If an individual vessel has a capacity of more than 55 gallons or the aggregate capacity of multiple vessels exceeds 1,000 gallons, floors shall be constructed to contain a spill from the largest single vessel by one of the following methods: 1. Liquid -tight sloped or recessed floors, 2. Liquid -tight floors provided with liquid -tight rased or recessed sills or dikes, or 3. Sumps and collection system. Except for surfacing, the floors, sills, dikes, sumps, and collection systems shall be constructed of noncombustible material and the liquid -tight seal shall be compatible with the material stored. -- Sec. 307.2.3.2 2) Smoke and heat venting shall be provided as set forth in the Fire Code. -- Sec. 307.2.5 For B occupancy For S2 occupancy For M occupancy For S3 occupancy 1) In parking garages where any parking is located more than 5 feet above the adjacent grade, vehicle barriers shall be provided. -- Sec. 311.2.3.5 2) The minimum clear height is required to be 7 feet. -- Sec. 311.2.3.3 3) Parking garages require a ventilation system that exhausts 1.5 cfm per sq.ft. of floor area. -- Sec. 1202.2.7 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 29 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO /ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 30 Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3,, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 Code review for: Project Id.: ERICKSON PONTIAC Address: MAIN Page # 31 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Project Number: 01_15 Project Name: Erickson Pontiac Address: Main Street Occupancy: H4,S1,B,M,S3,S2 Construction: V -N CITY OF REXBURG ENGINEERING 12 NORTH CENTER REXBURG, IDAHO 83440 (208)359 - 3020 Plan analysis based on the 1997 Uniform Building Code Date: June 8, 2001 Contractor: Architect: Engineer: Scott Spaulding Report By: VAL CHRISTENSEN NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. NFPA 13 sprinkler system throughout the building Sprinkler system used for allowable area increase -- Sec. 505.3 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 100.0 Feet 100.0 Feet EAST Property line 100.0 Feet 100.0 Feet SOUTH Property line 100.0 Feet 100.0 Feet WEST Public way 200.0 Feet 150.0 Feet Allowable area increased 100.% for open area on 4 sides. -- Sec. 505.1 Code review for: Project Id.: Erickson Pontiac Address: Main Street FL Page # 2 NAME OCC MAX FLR AREA ALLOWED RATIO STATUS M Storage /Stock Room S2 ok 1000 180000 0.01 ok M Storage /Stock Room S2 ok 300 180000 0.0 ok 1 Detail Shop S3 ok 2250 48000 0.05 ok 1 Service Department H4 ok 9100 30600 0.3 ok 1 Mechanic Locker Room B ok 247 48000 0.01 ok 1 Parts Room S1 ok 4000 48000 0.08 ok 1 Waiting Room B ok 500 48000 0.01 ok 1 Mechanical Room B ok 100 48000 0.0 ok 1 Offices B ok 2200 48000 0.05 ok 1 Sales Room M ok 2800 48000 0.06 ok 1 Body /Paint Shop H4 ok 2800 30600 0.09 ok 1 Accessory H4 ok 6339 30600 0.21 ok TOTAL FOR FLOOR 31636 36989 0.86 ok BUILDING TOTAL 31636 36989 0.86 ok -- Sec. 504 and Table 5 -B NOTE: The floor area of the mezzanine may not exceed 1/3 of the floor area of the room or area that it is in. -- Sec. 507 3. The actual height of this building is 23. feet. The maximum height of the building is 40. feet. -- Table 5 -B Code review for: Project Id.: Erickson Pontiac Address: Main Street EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Occupancy H4 S1 B M S3 S2 EAST For Occupancy H4 S1 B M S3 S2 SOUTH For Occupancy H4 S1 B M S3 S2 WEST For Occupancy H4 S1 B M S3. S2 Bearing Wall 0 hour 0 hour 0 hour 0 hour 0 hour 0 hour Bearing Wall 0 hour 0 hour 0 hour 0 hour 0 hour 0 hour Bearing Wall 0 hour 0 hour 0 hour 0 hour 0 hour 0 hour Bearing Wall 0 hour 0 hour 0 hour 0 hour 0 hour 0 hour Non - Bearing Wall 0 hour 0 hour 0 hour 0 hour 0 hour 0 hour Non - Bearing Wall 0 0 0 0 0 0 hour hour hour hour hour hour Non - Bearing Wall 0 hour 0 hour 0 hour 0 hour 0 hour 0 hour Non - Bearing Wall 0 hour 0 0 0 0 0 hour hour hour hour hour Opening Protection None None None None None None Opening Protection None None None None None None Opening Protection None None None None None None Opening Protection None None None None None None Page # 3 Construction Material Any Any Any Any Any Any. Construction Material Any Any Any Any Any Any Construction Material Any Any Any Any Any Any Construction Material Any Any Any Any Any Any Parapet Required No No No No No No Parapet Required No No No No No No Parapet Required No No No No No No Parapet Required No No No No No No Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 4 None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5 -A, Footnote 5 & Sec. 5 -03.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS Table 6 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote #1 Floor /Ceiling Assembly Any 0 hr See Footnote #18 Roof /Ceiling Assembly Any 0 hr Stairs Any None FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6 -A, footnote 1 9) In areas with vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials. -- Sec. 307.2.2 18) In areas containing hazaradous materials, the floor shall be of noncombustible, liquid -tight construction. -- Sec. 307.2.2 Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 5 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire - resistive integrity of wall is maintained. -- Sec. 709.7 Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 6 FLOOR /CEILING AND ROOF /CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire - resistive horizontal assemblies shall be enclosed in fire - resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. 3. Sprinklers with metal escutcheon plates. Fire - resistive roofs may have unprotected openings. -- Sec. 710.4 Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 7 SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire - resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire - resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019 -inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire - resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire- resistive floor - ceiling or roof - ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 8 DRAFT STOPS: If there is combustible construction in the roof /ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 When sprinklers are installed in the attic, the area may be 9,000 sq.ft. and the greatest horizontal dimension may be 100 feet. OCCUPANCY SEPARATIONS -- Table 3 -B H4 -S1 lhr H4 -B lhr Offices less than 25% of major use do not require a separation. -- Sec. 302.1 exc. 2.2 H4 -M lhr H4 -S3 lhr H4 -S2 lhr S1 -B Ohr S1 -M Ohr This separation is not required. -- Sec. 309.2.2 exc. 3 Sl -S3 lhr Sl -S2 lhr B -M Ohr B -S3 lhr A customer waiting room not exceeding 450 sq.ft. with an exit to the exterior is not required to be separated. -- Sec. 302.1 exc. 2.5 B -S2 Ohr M -S3 lhr M -S2 Ohr This separation is not required. -- Sec. 309.2.2 exc. 3 S3 -S2 lhr Code review for: Project Id.: Erickson Pontiac Address: Main Street HEATING EQUIPMENT SEPARATION: FOR H4 OCCUPANCY: A 2hr occupancy separation is required around rooms containing a boiler or central heating unit. -- - Sec. 302.5 FOR S1 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. - - Sec. 302.5 FOR B OCCUPANCY: A 1 hr. occupancy boiler or central - - Sec. 302.5 FOR M OCCUPANCY: A 1 hr. occupancy boiler or central -- Sec. 302.5 FOR S3 OCCUPANCY: A 1 hr. occupancy boiler or central - - Sec. 302.5 FOR S2 OCCUPANCY: A 1 hr. occupancy boiler or central -- Sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an H4 occupancy. -- Table 3 -B FOR M OCCUPANCY: Page 4 9 separation is required around rooms containing a heating unit greater than 400,000 BTU input. separation is required around rooms containing a heating unit greater than 400,000 BTU input. separation is required around rooms containing a heating unit greater than 400,000 BTU input. separation is required around rooms containing a heating unit greater than 400,000 BTU input. Code review for: Project Id.: Erickson Pontiac Address: Main Street EXIT REQUIREMENTS: FL NAME M2 Storage /Stock Room 3 M1 Storage /Stock Room 1 1 Detail Shop 11 1 Service Department 46 1 Mechanic Locker Room 5 1 Parts Room 13 1 Waiting Room 5 1 Mechanical Room 1 Offices 1 Sales Room 1 Body /Paint Shop 1 Accessory TOTAL 7 93 14 37 235 1 0.6 1 0.2 1 2.2 2 9.2 1 1.0 1 2.6 1 1.0 0.0 1 1.4 2 18.6 2 2.8 2 7.4 2 47.0 Page # 10 NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING No No No No No No No No No No No No No N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/R N/R N/R Out 8 N/R N/R N/R N/R N/R Out Out 8 Out 8 Out In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10 -A. Number of exits is based on Table 10 -A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10 -B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10 -B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 Code review for: Project Id.: Erickson Pontiac Address: Main Street FOOTNOTES: 8) The number of exits is based on Sec. 1007.4.1 Page # 11 FLUSH AND SURFACE BOLTS: Manually operated edge- or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 RAMP REQUIREMENTS: 1) The minimum width is 44 inches. If a ramp serves an occupant load of 49 or less, it may be 36 inches wide. If the ramp is serving a high occupant load, check exit table above for required width. -- Sec. 1003.4.2 2) If the ramp is part of the accessible route, the maximum slope is 1:12. All other ramps may have a slope of 1:8 or less. -- Sec. 1003.3.4.3 3) When the slope is greater than 1:20, landings shall be provided at the top, bottom and for each 5 feet of rise. Top landings and intermediate landings shall be at least 5 feet in the direction of travel. Landings at the bottom of ramps shall be at least 6 feet in the direction of travel. -- Sec. 1003.3.4.4 4) Handrails shall be per stair requirements. -- Sec. 1003.3.4.5 5) The surface shall be roughened or shall be of slip- resistant materials. -- Sec. 1003.3.4.8 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 12 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 250 feet. -- Sec. 1004.2.5.2.3 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 - BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire - resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two -way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15 -A 2) See section 1504 and ICBO research reports for requirements. Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 13 AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controlling the water supply and water -flow switches shall be electrically monitored. Valve monitoring and water -flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec. 904.3.1 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: FIRE ALARM SYSTEM: A manual fire alarm system shall be provided in Group H Occupancies used for the manufacturing of organic coatings. Smoke detection shall shall be provided in rooms used for the storage, dispensing, use, and handling of hazardous materials. -- Sec. 307.9 The alarm system is to be as set forth in the Fire Code. SMOKE AND HEAT VENTING REQUIREMENTS: If there is over 15000 sq.ft. of undivided H- occupancy area, vents are required. -- Sec. 906.1 2. 1) Vents shall be fixed in the open position or vents shall be activated by temperature and shall open automatically in the event of fire. -- Sec. 906.3 2) Vents may not be located closer than 20 feet to an adjacent property line. -- Sec. 906.3 3) The effective venting area shall be not less than 16 sq.ft. with no dimension less than 4 feet, excluding ribs or gutters whose total width does not exceed 6 inches. -- Sec. 906.5.1 4) The maximum center -to- center spacing between vents within the building shall be 100 feet. -- Sec. 906.5.2 5) The following ratios of effective area of vent openings to floor area shall be 1:50. -- Sec. 906.5.3 6) Curtain Boards shall be provided to subdivide a vented building. -- Sec. 906.6.1 7) Curtain boards shall be sheet metal, asbestos board, lath and plaster, gypsum wallboard or other approved materials. -- Sec. 906.6.2 8) Curtain boards shall extend down from the ceiling for a minimum depth of 12 feet but need not extend closer than 8 feet to the floor provided the curtain is not less than 6 feet in depth. -- Sec. 906.6.3 9) The maximum distance between curtain boards is 100 feet. The maximum area area between curtain boards is 15,000 sq.ft. -- Sec. 906.6.4 Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 14 VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8 -2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame- spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 15 ADDITIONAL REQUIREMENTS: For H4 occupancy 1) If required by the Fire Code, storage areas for hazardous materials shall be provided spill control and secondary containment. -- Sec. 307.2.3.2 If an individual vessel has a capacity of more than 55 gallons or the aggregate capacity of multiple vessels exceeds 1,000 gallons, floors shall be constructed to contain a spill from the largest single vessel by one of the following methods: 1. Liquid -tight sloped or recessed floors, 2. Liquid -tight floors provided with liquid -tight rased or recessed sills or dikes, or 3. Sumps and collection system. Except for surfacing, the floors, sills, dikes, sumps, and collection systems shall be constructed of noncombustible material and the liquid -tight seal shall be compatible with the material stored. -- Sec. 307.2.3.2 2) Smoke and heat venting shall be provided as set forth in the Fire Code. -- Sec. 307.2.5 For S1 occupancy For B occupancy For M occupancy For S3 occupancy 1) In parking garages where any parking is located more than 5 feet above the adjacent grade, vehicle barriers shall be provided. -- Sec. 311.2.3.5 2) The minimum clear height is required to be 7 feet. -- Sec. 311.2.3.3 3) Parking garages require a ventilation system that exhausts 1.5 cfm per sq.ft. of floor area. -- Sec. 1202.2.7 For S2 occupancy Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 16 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO /ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to aside wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 17 Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 Code review for: Project Id.: Erickson Pontiac Address: Main Street Page # 18 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Designed : : Sco A Spaulding P.E. Checked By: D # r . ! s.4 Date: Design Intelligence, LLC Engineering Calculations Summary Date: July 27, 2001 Subject: Erickson Pontiac GMC — Light Pole Foundations Customer: Erickson Pontiac GMC This analysis uses the Design Criteria required by the local jurisdiction and the 1997 UBC as the basis for the calculations. Materials: Concrete: 3000 psi @ 28 days Reinforcing Steel - fy = 60,000 psi Assumptions: UBC 1997 — Foundations designed for Max Brg Pressure of 2000 psf . This method assumes that the soil around the foundation be undisturbed activated. If the foundations are not drilled, they must be backfilled and has been set. Design Loads: Seismic = Seismic Zone 3 — Wind Governs Wind = 80 mph, Exposure C References: 7/z7/6 / so that passive earth forces are compacted in 12' lifts after concrete These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. Uniform Building Code, 1997 Edition Customer Drawings Summary: All footings are noted 24" diameter 6 foot long with 6" to 24" extension above ground. See attached drawing. Light Pole Circular Footing - Two Fixtures Loads Post Height 22 ft Vertical Load 400 Ibs Lateral Load 136 Ibs Wind /Seismic 1.33 Top of Pedestal Elevation 102 96 ft Bottom of Footing Elevation ft 24 2 Pedestal Width (B) in Ext Above Grnd ft Pedestal Length (L) 24 in Footing Width (B) 2 Length (L) 2 ft Footing Depth 48.' in 2000 Allowable Bearing Pressure psf 7980 psf (UBC 1997 Table 18 -1 -A) Soil Density 110 pcf Resisting Moment Description Vertical Lo ads Moment Arm Passive Pressure 2904 Ibs 1.33 ft Concrete Pedestal 1200 Ibs 1 ft Concrete Footing 2400 Ibs 1 ft Applied Load 400 Ibs 1 ft Total 6904 Ibs Resisting Moment 6904 ft -Ibs Applied Moment 3808 ft -Ibs Safety Factor Against Overturning = 1.81 OK (OK Wind) Safety Factor Against Sliding = 15.23 OK Load Eccentricity = 0.448 ft Max Bearing Pressure = 4048 psf OK Min Bearing Pressure = -596 psf Pedestal Design Concrete = 3000' psi @ 28 days i02 a = 0.7843 in Shear Capacity = 63098 Ibs OK Moment Capacity = 82431 ft-Ibs OK Design Intelligence, LLC - 466 South 3rd East Rexburg, Idaho 83440 ERICKSON PONTIAC GMC 7/27/01 Page 1 Ground Level Wrapped 1/2' Rebar 2' Sounaduct 1' L Bolts 2' This will vary with Elev. 1/2' Rebar 4' Below Ground Level Blunck Electric Parking. Lot Light Foundation Plan Erickson Pontiac 4000 PSI Concrete Saunac Foot uc • SO) /Z T? 5 M,C 3// jr pna G311SO/�. /8 cs. irr Bo/ P 91 -ZS-ZS ZS : P 9 -Z3 30 g P9Z-Z3-35 /8 ea.. ,1 .30/ P9Z Z8 -3O 4 P9Z - 28 - 35 for One Cas30/2 . /C 60/ P9Z -Z3 -2S e • 60 1'9Z- Z-5 - 30 ... _ - ' 603 1 -Z8 - ZS 1 1°9Z-1i -2S 604 P9z -Zd 330 SOS, P92 -Z8-.55 .J ' . •': �lJ10 7. USt y ! n /00.:.. SO:4 4 ,4 - Bo // S etfI 5 • Qe fail i Zl Z 10 / -0 / - � i 8 P /en lies ,4/7chor 230 /7 jetting (T a/! iOUiidzf/ons Ty/ne-s) 0 z ¢ x 0-8 Mach,,, Dou6/t nuAs (6 9e-cu.,f / 8 # X 3-0 .4nclxx DOub /e nc/7 (8 )tv:h / //le t-E HORIZONTAL Length 8 -0 31 W idth 5 -0%2 g ifrA Length 5 -6 BLOCX FOUNDATION W idth 5•6 Eledr .. - v. 6.5 length 2-6 3 ....m.M I GJ rJf - I V �•�F2��{�7� �YTi,7YT•T� °Ay �YTg,7YR•T>♦�� 9••5 e 2 279 5.2 UK 502 ids 2 r__• ie7�u 8-0 ' 5-11y, 3 -9 A�R 1 6-0 2-6`. 8 1 -5' 8. 2-10Y, 2 -6 length • 8-0 Atode1 Number P92 -28 -25 HORIZONTAL Length 8 -0 31 W idth 5 -0%2 FOUNDATION Depth 3 -0 004 5.7 Length 5 -6 BLOCX FOUNDATION W idth 5•6 �. Depth 5-6 .. - v. 6.5 length 2-6 V width 5.11 %z .�,,. fyr,,..+ >• a 8L . De d - 6 :v:v IJLL• OONO � - ,T A 7 T 07 IO 2 � N ■ ' -5 e 1 M( 508 GJ rJf - I V �•�F2��{�7� �YTi,7YT•T� °Ay �YTg,7YR•T>♦�� 9••5 e 2 279 5.2 UK 502 ids 2 P92 -26-30 8-0 ' 5-11y, 3 -9 7.0 6-0 6 -0 6 -0 8.4 2-6 5-11%, 9 -0 lac" 509 s It •• a !' 298 5 .5 2 P92-28 -35 8-0 5 -11 %2 4 -3 7.9 6 -3 6-3 6 -3 9.4 2-6 5.11 %z 9- • NK ma !� Mt 502 NK • 502 2 305 5.7 2 P92 -23.25 8 -0 5•9' /2 2-7 4.8 5 -3 5 -3 5 -3 5.7 2-6 5•17/2 8 . 0 9• s t1 v N K 502 272 41 2 P92 -23.30 8-0 5 -0%2 3.0 5.7 5 -6 5 -6 5 -6 6.5 2 -6 5-11'' /z 8-6 - s t . 506 9 s 12 IN 279 5.2 2 P92.23 -35 8-0 5 - I 1 ' /2 -3 6.1 5.9 5 -8 5-9 7.4 2.6 5. i 1 /2 9 - g 10••5 0 1 v7 298 5.5 2 NOTE: The Horizontal Slat, Foundation is lh+roinforced. a - \n/ . rim \J0.1n:An .•.... ..... .....,. -. ._ NOTES The Block Foundation i3 U.veinforced. ." Oucntities See Schedule Above 2-49', Via. 5.w Aq 502 a - Mk 507 8.6 NK 200 9-0 tel 509 9-3 aq 510 =iI MK 501 I length - 5.63. Outline of Foundation Base Cover Horizontal Sloe Foundation Unreinioreed. length • 8 -0 ELEVATION See Anchor Ball Setting Detc4s al Conduit ElectricaiCandat PLAN VIEW HORIZONTAL SLAB FOUNDATION NOTE Information required for installation release is MODEL NO. and FOUNDATION TYPE. Example: 293. 28-35. sign madelNo. 792" :mourning height "28 ": design Bind pressure "35 ". Wind pressure uses for selecting foundation design must conform to Ioegcode requirements. MASTER F 1 Finished Crode Eiecvieol Conduit �I 1 Block Foundadan is W 2.,60,034. tenth Varies See Sch. ELEVATION MIEN irii es�s� PLAN VIEW BLOCK FOUNDATION V:R tr, ri • 9 See Column and 5111 Setting Detail on this Sheet. Horizontal Slab Foundation is unreinfarced. Length ELEVATION PLAN VIEW HORIZONTAL SLAB FOUNDATION SCALE: 1' = 1' -0" e: \r 11 \gm \2840360.ago Sep . 29. 1998 14: 14: 20 See Column ono Sill Setting Detail on this sheet. 7 0 0 ELEVATION PLAN VIEW BLOCK FOUNDATION SCALE: 1" = 1' -O" 3" CI See COlumn Ond Sill Setting Detail on this sheet. Model Nwnber 160F -35 160F -30 160F -25 360F -35 '3606 -30 360F -25 640F -35 640F -30 6406 -25 HORIZONTAL SLAB FOUNDATION Length Width Depth Cone BLOCK FOUNDATION Length Width Depth r. Yi1 4 -0 4-0 4 -0 6-0 6 -0 6-0 8-0 8 -0 8 -0 3 -0 3 -0 3 -0 4 -0 4 -0 4 -0 4 -0 4 -0 4 -0 - MASTER FOUNDATION SCHEDULE 4 -3 3 -9 3 -3 •4-0 3 -6 3 -3 4 -9 4-0 3 -6 1.9 1.7 1.5 3.6 3.1 2.9 5.6 4.7 4.1 NOTE The Horizontal SWb Foundation is ur.einlorced. 3 -9 3 -9 3 -6 4 -9 4 -6 4 -3 5 -9 5 -6 5 -3 3 -9 3 -9 3 -6 4 -9 4-6 4 -3 5 -9 5 -6 5 -3 3 -9 3 -9 3 -6 4 -9 4 -6 4 -3 5 -9 5 -6 5-3 2.0 2.0 1.6 4.1 3.4 2.9 7.0 6.2 5.4 NOTE: The Bock Foundation is oveinforced. Length 3-6 3 -6 3 -6 4 -0 4 -0 4 -0 5 -0 5 -0 5-0 2 -6 2 -6 2 -6 2 -6 2 -6 2 -6 3-0 3-0 3-0 =4 MK401 3 -6 724 76(403 5 -6 - 05 MK501 7 -6 =4 MK405 3-0 .4 111(406 5 -0 =4 76(407 4 -6 6-0 5 -6 5 -3 7 -6 7 -3 6 -9 9-0 8 -6 8 -0 5-04 1••20 4-04 10401 • 701,. • It.y ••4 14403 7-04 10405 • 12 04404 7+140405 • It' • 10 4-04 111422 7-04 14403 • 12 • 0' 5-04 14404 0- 01401 • 10. • 72 5- 10404 0- 04.1407 • 0 • 10 6-45 14507 1-04 141407 • 1'+ 6+5 10508 1-04 0401 • 1 1 • • u 6 ■4501 9- 10407 74 MK408 7 -0 n4 97(409 6 -3 =5 MK502 8 -6 s 117(505 8 -0 4 MK420 6 -9 =4 110422 4 -9 57.4 54.8 53.4 78.1 82.5 79.1 160.4 154.2 147.9 PLAN VIEW Pt VERTICAL '>LAB FOUNDATION CAISSC SCALE: 1" = 1' -0' SC MODELS '`1' -`3 S-64 25 PSF TO 35 PSF VERTICAL SLAB FOUNoA • Width Deelh Fr Fore F nM Fae. Rein/. lbs. �� i Caisson 2.0 1 1 1.8 1 1.7 i 1 2.8 1 2.7 1 2.5 1 5.0 1 4.7 4.4 F infshe0 Gr04e lun LS, Width ELEVATION Lou lI t Lµ101 04 MK408 7 -0 A4 MK417 7 -6 747 MK701 11 -9 =5 111(506 9 -0 =7 111(702 12 -6 =4 7(402 8 -0 05 MK503 9-6 =5 66(504 10 -3 =7 MK703 11 -0 Horizontal Reinforcing Vertical Reinforcing � Face Conduit See Column and S i l l Setting Detail on this sheet. CASSON FOUNDATION C r 0 3' Diameter 2 -0 2-0 2 -0 2 -6 2 -6 2 -6 3 -0 3 -0 3 -0 Depth I'0. (Anson 1 - 05 116503 •3 ■0307 8 -6 -•• 10402 16 -43 .4101 8 -0 -•• 14411 +l 10301 T - 6 woe 10301 10 -9 fl""5 70504 -.3 10302 9 - p m 1•506 d 3 103112 13 -0 -4t 1.702 43 10303 12 -3 1.>m 0l 1.303 11.. 6 t 1.703 +3 .6303 Reint. Lba 44.4 42.5 40.4 82.5 77.8 74.7 230.2 217.9 161.7 .- MK: =3X Nt MK: .3X' MK. { =3X Ir. EL • Stephen informed her that as long as there is no obstruction on the property they would not be held liable for just ordinary foot traffic. The property belongs to them and they have the right to close off their property. The public hearing was closed. Discussion. Robert made a motion to approve the Conditional Use Permit for 1 4 -plex and 6 6- plex apartments. Bobbette seconded said motion. All voted aye, none opposed. **1 l John Millar reviewed - the information in the packets including the picture and description of the existing signs at their existing location. The sign has been there for 25 years, they are wanting to move that sign to the new business, the sign is 28' tall, the current ordinance only allows 24'. They are requesting a variance to the height restriction or review - the possibility of grandfathering the sign. Rex Erickson suggested a change to the sign ordinance for the freeway corridor. There are signs all along the freeway which are much taller than 28', nearly all exits on the freeway up and down the line have signs much taller than the 28' foot one they have. These signs are owned by General Motors, Ericksons leases the signs and originally that sign was on a 12 year lease, once that lease is up then that sign becomes Erickson at no charge as long as they are in business. They paid nearly $25,000 for that sign when it was put in over the first 12 years. If the variance or grandfathering is now allowed to move the sign as a 28' sign, GM does not make that particular double pedestal sign anymore in a sign shorter than 25'. Their competitors have 4 signs that are that tall or taller and if Erickson goes to another sign they have to go to a single pedestal and the tallest they make is 16', they will then have to enter into another 12 year lease, which will cost nearly $25,000 for the single pedestal. They are requesting it be grandfathered after having it for 25 years or have an ordinance change for a freeway corridor. Discussion. Stephen stated that grandfathering generally runs with the land or the use and it would be up to the Committee as to that decision. Discussion as to variance or grandfathering. John Watson made a motion to grandfather the GM sign to move to their new location. Motion was seconded by Bobbette, all voted aye, none opposed. Discussion concerning the Sign Ordinance and the possible modification thereof Glen Pinder Final Site Plan Approval John Watson presented the final site plan for Glen Pinder He reviewed all the details including parking, sidewalk, curb and gutter, and storm drainage. John Millar stated that the only problem building review showed was that HBD requires 90% lot coverage, for this plan there is no problem, however, if someone built on the property to the East there could be a potential problem. Discussion. 2 PLANNING & ZONING July 25, 2001 7 :00 p.m. Chairman: Davawn Beattie Members: Ted . Whyte John Watson Mike Ricks Bobbette Carlson Robert Schwartz Ladawn Bratsman Doug Smith City Clerk: Marilyn Hansen P.F.C.: John Millar City Attorney: Stephen Zollinger Bobbette made a motion to approve the minutes of July 11, 2001. Motion was seconded by John Watson. Jay Jenks Request for Conditional Use Permit for Apartments John Millar read the Notice of Public Hearing John Millar then reviewed the location of the property at 3 North and 3' East, zoned Medium Density Residential, which property was recently purchased for apartments. In an MDR zone they are allowed by right to have up to a 4 -plex and a Conditional Use up to a 6 -plex. They are petitioning for a Conditional Use Permit to put 1 4-plex and 6- 6- plexes on that site. Jay Jenks - 284 N. 575 East, Hyde Park, UT The reason for putting the 6- plexes is to allow for a little more green space opposed to 10 4- plexes, the buildings can be consolidated as well as the consolidation of the parking and less expensive to build. The public hearing was opened. Debbie Heiner - 1168 Barney Dairy Road The Heiners own the property directly across the street from the subject property. There is a trail through there and they are concerned about the extra traffic from the apartments and questioned liability, responsibility, are they required to stop the traffic and would there be any liability if they chose to fence it off 1 E - Third tier I I I I _1.L_.LL_ T T T T - 1 1 r - _L L L L _ K1 T T T T - L L L L _ I 1 1 ■ I --I 2S F- Comp vertiC divide E-- Second tier --> I I I I _ L L L L _ a T T T -1- I 1 I 1 I 1 1 1 I - L L L L _ K1 T T T T - TT -1- H 1 1 1 I 1 -- F - Floor or - ' _ walkwa! either s -- I 1- - or with ventilate, - -I r - opening z 1 I _ L L L L _ - T T T T - I I I I la p. d —* - 1111 K T T T T I L L L L K1 T T T T 1 I I � 1 I - H i -- I I-- -- 1 -- - -I I-- Exception: For enclosed, noncombustible elevator shafts that do not contain combustible draulic f luids, the sprinklers at the bottom of the shaft are not required. 5-13.6.2* Automatic sprinklers in elevator machine rooms or at the tops of hoistways shall be of ordinary- or intermediate- temperature rating. 5-13.6.3* Upright or pendent spray sprinklers shall be installed at the top of elevator hoistways. Exception: Sprinkkrs are not required at the tops of noncombustible hoist- ways of passenger ekvators with car enclosure materials that meet the re- 7.1, Safety Code for Elevators and Escalators. 5-13.7 Spaces Under Ground Floors, Exterior Docks, and Platforms. Sprinklers shall be installed in spaces under all combustible ground floors, exterior docks, and platforms. Exception: Sprinklers shall be permitted to be omitted where all of the following conditions prevail: (a) The space is not accessible for storage purposes and is pro- tected against accumulation of wind -borne debris. (b) The space contains no equipment such as conveyors or fuel - fired heating units. (c) The floor over the space is of tight construction. (d) No combustible or flammable liquids or materials that under fire conditions would convert into combustible or flammable liquids are processed, handled, or stored on the floor above the space. 5 - : * Exterior Roofs or Canopies. rinklers shall be installed under exterior roofs or exceeding 4 ft (1.2 m) in width. Exception: Sprinklers are permitted to be omitted where the canopy or roof is o noncombustible or limited combustible construction. 114 Sprinklers shall be installed under roofs or canopies where combustibles are stored and handled. 5-13.9 Dwelling Units. 5-13.9.1* Sprinklers are not required in bathrooms that are located within dwelling units, that do not exceed 55 ft (5.1 m in area, and that have walls and ceilings of noncombustible or limited - combustible materials with a 15- minute thermal barrier rating including the walls and ceilings behind fixtures. The area occupied by a noncombustible full height shower /bathtub enclosure shall not be required to be added to the floor area when determining the area of the bathroom. Exception: Sprinklers are required in bathrooms of nursing homes and in bathrooms opening directly onto public corridors or exitways. 5- 13.9.2* Sprinklers are not required in clothes closets, linen closets, and pantries within dwelling units in hotels and motels where the area of the space does not exceed 24 ft (2.2 m the least dimension does not exceed 3 ft (0.9 m), and the walls and ceilings are surfaced with noncombustible or limited - combustible materials. 5 -13.10 Library Stack Rooms. Sprinklers shall be installed in every aisle and at every tier of stacks with distance between sprinklers along aisles not to exceed 12 ft (3.6 m). [See Figure 5- 13.10(a).] Exception No. 1: Where vertical shelf dividers are incomplete and al- low water distribution to adjacent aisles, sprinklers are permitted to be omitted in alternate aisles on each tier. Where ventilation openings are also provided in tier floors, sprinklers shall be staggered vertically. [See Figure 5-13. 10(b).[ INSTALLATION REQUIREMENTS 13-55 Exception No. 2: Sprinklers are permitted to be installed without re- gard to aisles where there is 18 in. (457 mm) or more clearance between sprinkler deflectors and tops of racks. Figure 5-13.10(a) Sprinklers in multitier library bookstacks with com- plete vertical dividers. Figure 5- 13.10(b) Sprinklers in multitier library bookstacks with in- complete vertical dividers. Jete al did on s 1 1 i 1 1 r 1 I i -- I F- ZS 1 - +H f - Incom F +- + I-+� vertical - _ F } _1 F t r - divider -� IF -H f--IH +-I F- I H-I H-I H-I - F + H F + + H - Ventilation c - I F - openings I H -- I I-- - i + I- -F - 1 1 I I' - 1 H-i H-I H-i 1-- - i F 2S F +-I F +-1 ZS - i H H I -F-1 I - i f +-I I- +H 4- --I I - m 5 -13.11 Electrical Equipment. Sprinkler protection shall be required in electrical equipment rooms. Hoods or shields installed to protect important electrical equipment from sprinkler discharge shall be noncombustible. Exception: Sprinklers shall not be required where all of the following conditions are met: (a) The room is dedicated to electrical equipment only. (b) Only dry -type electrical equipment is used. (c) Equipment is installed in a 2 -hour fire -rated enclosure includ- ing protection for penetrations. (d) No combustible storage is permitted to be stored in the mom. 1999 Edition P nay ,. /_ '•.� _ SQL . ADDRESS: 1 0 • a - U .- h -, PIKE PROTECTION CONTRACTOR :._„ ADDRESS: r. a.'1sci.- 1-4.2» CITY a = t -i. . 's. _ f�"� *: , -,— • . CITY: - ? STA - . ..- In. '•10 - PHONE NO: .•S'Fre 01r2 No _ F AX NO: r ...Amyl- 1 q SIGNATURE ON AN: z _ ,,, LATE ON 1: Grzd, $-o t BATE PLAN RECEIVED; , _ -EE.eI DATE PLAN REVIEWED: tc - 0.o-a -- rr M No. c• 46 MWERDME : DEFICIENCY NOTED 111110 1111 9111. IIIINEIN %.. - .a ...- 0 . . 1 r .; C5 Vu i-3 1 C_Jt ro'.e .. tmm.as e_ttttetttt m. 111111111111111111111 M = w. L'+I.!_u _::'.It ale ', 6 ` -J �.J i .i etinitini � fi e., / i ce . —1"li'D - - Ma __ nu •'- - , i - �IN None: N'O'TE: SYSTEMS fXCI�Di?4G too C: , id ' .... TION- .fC.fe r 1T I8 ACSf0WL DGED TETA Aa INIA Tax DEMAND OF TIES LOCAL WATER RATE STATE FIRE *ARSHAL'S arrIca, TA= ANT REE3PON$ MATT FOA 817TH sd.+it. If C vsrAr4 c.�r St dtt+rrgse A? n YED BACF 'LOW ppxyqurnaR L9 INSTALL= PER FORVETEN. DOE To 'ME MGK FROVOSTED 9'AIJT.DR>D AND Iffy PER2O]RIEL, DOES NOT APPROVE OP OR ____.,_!# • Er =vice. -# INSPECTED : Y: Idaho Enterprises PO Box 9 Fairae1d, Idaho 83327 PLANS REVIEWER Mal Pletcher Ph 208- 764.2337 Pax 20$ 764 - 2090 CC TO! Don McCOy Idaho Sn:veyiug & Rating File A.HJ. Rata An7 `atr Q ANISINOWSD - If defxciancies notcd abora are coaected lad 'object to a field tapecdoa. Z D ROVED - Resubmit with items n oted d . 07 -00 -01 10:19 GEM STATE FIRE PROTECTION DIRK XEMPTRORNE DEPARTM OP I Governor 700 Wear 3tatj Stmt. * Foot Boise. 'ago'? 03120,0043 Plume (201)334 - 4370 FAX* (248)334 -4375 TO 3Jttd PLAN REVIEW FOR FIRE SPRINKLER SYSTEMS Equal Oppornottty Employer a � 1 ID =209 524 2119 MAW L.EA NG Director SON MCCOY swu Pine Mwtsrt P 0 tt 0:9t 9651,11/10 MAIMPftdieTh* g IRA Come.* 07 -03 -01 10:16 GEM STATE FIRE PROTECTIQN .... ID =208 524 2115 GEM STATE FIRE PROTECTION 1105 I#ms Road/P.O. Box 2620 IdaahoiFatla, Idaho 83403 Attu: No. of Pages (Including This Sheaf) 2 Phone (208) 524 -5230 - Fax (208) 524 -2119 IAXmEMO Date Sant 07 41p .O/ Fax No: _SOW P.01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ADJUST PLACEMENT OF S =CNAGE TO ACCOMODATE 12X20X6" PARKING PAD R3' -0" SEE SHT C -S FOR APPROACH DETAILS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 SEE SHEET C -5 FOR APPROACH DETAILS 13' -0" ANDSCAPE STRIP ;TATE REQ'D ACC SS ROW USED CAR SALES (78 UNITS) 174' 0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 129.03' 30' 0" 15' 0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 ? LINE MAIN STREET & STATE HWY 33 — — — 9 €f" 1TOBK,$DEd WIC EXISTING FIRE HYD IN FRONT OF QUALITY INN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 --257' -6" STATE CATCH BASIN! 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 N W CAR SALES (78 UNITS) 1 I 1 1 1 1 f 1 1 1 ♦ 1 I 1 I 1 4 1 1 1 t I; 11 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I II 11 1 I 1 1 1 I 1 I 1 1 II 1 1 1 1 1 1 - — 36' -/0" 1 1 1 1 1 1 1 1 1 M -4 - I�AI #E to cyAde 1621 -0• 1 1 1 1 1 1 1 1 NEM FNI I 11 1 I 1 I 1 1 1 1 1 1 1 1 J_- L -L_1_j ( J 36" LANDSCAPE STRI 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CQ/ ea/ c 0 C C I Icz) 1 0 I 1 i i CENTER LINE ROADWAY 1 .-1 o i 1 1 1 1 I I I Of'ERTY LINE It OPEN DITCH & SECTION LINE 1 I i ON I 40' -0" f0" EXISTING WATER LINE //- CITY ROW 5' -0" /- SECTloN LINE STAY, Kr. p tc . REVISION NOTES :- .~~ 64 __ __ wp-_ . __ A _ _-_-. ' - - - - - _ __ .r_' ',' '`'._' 'o~ '."- '`~ 2' /V/K/.1'17012 / /5 } . . � ` SPECIAL NOTE 11 i aofnadcdgcd thdm owptvCd Dx#flow Pile data i (rcf&d pre Hr de mIoflhckxdwde provide. Ow to the high impaled Uwe de, 613 office, and d� u re,panlbilly kr oppedkn af the Pariflotdcvisz REVISIONS 1 ;Pl"v1CD GALGL1l..ATWONS PIP 5/ZC NOTES (1) PITT 1 1/4" MD 51' 1A11 -tr ro 501.40- 11 1PrADED (2) P/PL' 1 1/2" AND L.A SCIP TO t 5Gt11O- GROOVCD C�) PPANG11LJNC Pit 70N. IONS Aer GCNT `iP TO GCNTrPi' (4) Gk'055MA/N DIMCN5ION5 Aer Gt'NTt.R TO GCNTC'p HEAD COUNT SPRINKLERS TYPE DEGREE QTY. GeNrPttl_. MOD A 1/2" 55(.l C 212* 2 1 GCNTTPAL. MD A l /2" / 154V 4K /6 * 2 GCN17PAL- tTOD SOO 5P c /XS * GCNTK/v_ riot) A '0 11 l6 GCNTKA— t OD SPD5 t1W 212* STANDARD SYMBOLS _ POST INDICATOR VAL' KEY VALVE -- F II << WC:MAN1 FIRE DEPT, CONNECTION U.S. Y GATE VALVT �1 SWING CHECK VALVE t - - - 1 -• NEW UNDERGROUND - -- L XIST UNDERGROUND STANDARD SYMBOLS iJ ALARM CHECK VALVE RISER 'w' / / ALARM VALVE RISER W/ DRY VA:_VE 0-0 — RISER W/'ELE_C. FLOW SWITCH W /D USE vA'.VF -- WATER MOTOR BELL... i_ - ELECTRIC BELL L USIA (TIRE ,DEPT. CC)NNL.0 HON SPRINKLER HEAD SYMBOLS UPRIGHT PENDENT UPRIGHT PENDENT PENDENT - HEAD ARV S I D EWAL L SL)EWA. . ON 1 /2" OUTLET ON 1;'2" OUTLET )N 1" SPRIG; ON 1" DROP HEAD BELOW C L...ING BELOW CELiNG ON 1 /2" 01 TLE Ii ON 1" OUTLET rPICIKON PON77AG StIG 11ow rtIAIN. 77 Yr PfXt UI'S to INSPECTOR TEST MATCH LINE BRANCH LFNH HOP A ba i Deta;t .Shop SERVICE DEFT. AREA HYDRAU! IC REMOTE ARFA 1,615 SQ. FT. WITH 13 SPKS .20 DENSITY PER SQ,F T. SYSTEM DEMAND Al NODE R1 366.4 GPM 58.4 PSI HOSE STREAM OF 250 GPM © WITH 1/2" (ORIFICE IS NODE_ U1 BR ANCH LINE BOF C/L DETAIL. SHOP AREA HYDRAULIC REMOTE AREA 1,610 SQ. FT. WITH 16 SPKS .20 DENSITY PER SQ.FT. SYSTEM DEMAND AT NODE R1 340.0 GPM 56.6 PS! HOSE STREAM OF 250 GPM 4 l ~er2)ZC e D rip art rent No7` ; AL-L- oV fk'I1EAP JOO _S ro Pr 5PAGr P5' rrt4 QVr 'I1JAD 5P> INKL-1' _PACING, 771/ WOO( TO Pf DONI IN rrtr ICI L ' Dep Office LLL :LAMP MAZ D C/L VM Aflo Of flu e Office 13 -8" AFF/113.6 10' -8" AFF %110.5 i" BUTTERFI `:' VALVE TAMPER SWITCH r AUX DRAIN ,. (Lin .B30oth Up]:)l ?j �6' -0" AFF /106.0 N5PECTIONS 12 DATE 06-18-2001 B RANCH LINE AOP C/L o dy S hop PAINT BOOTH HYDRAULIC REMOTE AREA. TOTAL SQ. FT. WITH 11 SPKS WITH 11?, /32 /ORIF! :F .40 DENSITY PER SQ.FT. SYSTEM DEMAND AT NC)DE R1 IS 382.7 GPM 55.5 PSI HOSE STREAM OF 500 GPM C' r (DE 27.4 MAIN ./ I. 4 COMMERCIAL F;; RESIDENTIAL SPRINKLER SYSTEMS 1 105 IONA N'i). _i. EiC x. 2620 1 C::. �' 5 � h '\ FALLS , ..1 H f\ Z � I �4 _, ;5� IL 1r ._ .l_i.. .E. � � 262 0 (208) �1 �- �Z._ _ , � P2 Of ae1- SPECIAL NOTE oiraddoi thalanacpuei Wks 'Pocks dote isi itOdled grilled° -oaf c 100 1 wier ptakkt Ductothchirjhprmid fiT tij z insanddoesdappracortalr tapcmikky ibecepaatiat of kthdfiarkocz (1) rrr 1 1/4" iwp .11A1-1,1T TO pr c (2) Pin' 1/2 AND MS' TO Pf C.11,10-C7e0OtleD () Ait'ANcitume Ditit!NiON", Aer carre TO CrIVTfe N DTh1NKJN A CN1TO wale HEAD COUNT SPRINKLERS C NM& 11017 A CfNTPAL rCL/1 STANDARD SYMBOLS > - POST INDICATOR VALVE r1 KEY VALVE - - FIRE HYDRANT 0 - FIRE DEPT. CONNECTION C - O.S, e Y GATE VALVE - SWING CHECK VALVE ****zi - NEW UNDERGROUND 4 -- EXIST UNDERGROUND REVISIONS NOTES - ALARM CHECK VALVE RISER W/ALARM VALVE - RISER 1 N/DRY VALVE - RISER W/ELEC. FLOW SWITCH - RISER W/DELUGE VALVE • - WATER MOTOR BELL DcJ - ELECTRIC BELL ▪ - FLUSH FIRE DEPT. CONNECTION SPRINKLER HEAD SYMBOLS - UPRIGHT ON 1/2" OUTLET PENDENT ON 1/2" OUTLET - UPRIGHT ON 1" SPRIG - PENDENT ON 1" DROP - PENDENT HEAD BELOW CEILING - HEAD ABV e BELOW CEILING SIDEWALL ON 1/2" OUTLET SIDEWALL ON 1 OUTLET JOB No. DATE DRAWN BY SHEET No. rP., OF 4 MATCH LINE ,ASHER -PURLIN PIPE RING TO BE SIZED PER PIPE SIZE HANGER T-3 TRAPEZE HANGER A. 5. BY OWNER'S INSTRUCTION Canopy ALL THREAD ROD 5/8 X VARIES SHOWROOM AREA HYDRAULIC REMOTE AREA 1,607 SQ. FT. WITH 18 . SPKS WITH 1/2" ORIFICE .15 DENSITY PER SQ.F-1, SYSTEM DEMAND AT NODE R1 IS 337.4 GPM © 58.5 PSI HOSE STREAM OF 250 GPM @ NODE U1 1 Z-PURLIN WASHER ALL THREAD ROD WASHER Z—PUR IN HANGER RING HANGER NO, 1B ... HA NGER ASS Canopy N,A,S. BY °WAVER'S INSTRUCTION flW4CH 1 OD C/L VA uJN LEVEL RETAIN NG STRAP MAIN C/I. V 14-8 4,5 -0•Af." Alkt:0 4S- TOP BEAM CLAMP ALL THREAD ROD HANGER RING HANG P B N.A.S. BY OWNERS IN,S7RUCTION AIN or C/L 4" AFF 4 ROB C/L 2 I" 46.,,,4 TOP BE CLAMP HANGER RING Parts Room s.„ ,„.,,,mmasimo mmininammalmum Norm 11111111111ialli Sales Manage EARTH QUAKE BRACE DETAIL aiting 1R Office SPRINKLERS PIPED FRO Cashier 2 Telephone Room ABOVE Mech Room K.0/4\/ PONT S/IC w7* MAIN .,7" fr XPLTS ID MAI OD C/L AFF/ /ON .."7" OP'5' COMMERCIAL E RESIDENTIAL SPRINKLER SYSTEMS 1105 IONA RD. P.O. BOX 2620 208) 524 IDAHO FALLS, IDAHO 83403-2620 WIRING DIAGRAMS FS 110 VOLT HOUSE POWER 110 VOLT FS = WATER FLOW SWITCH TS = SUPERVISORY SWITSH ELECTRICAL BY OTHERS. .EC /Q Y VIEW "t 1 /t3" . P P/fP Of 6" DI SUPPLY lY O7 / ,LL > 'l' 4" Ai lf5 /=LC PACKFLOW P> ' /VNT 1/2" 4" C N7R'AL PI5ER t1AN/f OLU A55fI`1i LY s7OOVv rr 4 S 'OOVV GrI1GK 4" S,COOV4 90 4x2 1 /2x2 1/2 Pavan SPECIAL NOTE trizokipl tarpon! zike rack akva A* *kW wide 1 I it pa�aapl� �°'" 7 == a< REVISIONS NOTES f11 PIT 11 /4"MIOX1 HEAD COUNT ", QTY 111 miimme llillill11111111 STA N ARD SYMBOLS — POST INDICATOR VALVE — KEY VALVE — FIRE HYDRANT — FIRE DEPT. CONNECTION —_O.S. & Y GATE VALVE - SWING CHECK VALVE — NEW UNDERGROUND EXIST UNDERGROUND STANDARD SYMBOLS — ALARM CHECK VALVE — RISER W /ALARM VALVE — RISER W /DRY VALVE — RISER W /ELEC. FLOW SWITCH RISER W /DELUGE VALVE WATER MOTOR BELL. — ELECTRIC BELL - FLUSH FIRE DEPT. CONNECTION SPRINKLER HEAD SY BOLS -0- — UPRIGHT ON 1 /2" OUTLET -e- - PENDENT ON 1/2" OUTLET -0- — UPRIGHT ON 1" SPRIG — PENDENT ON 1" DROP' — PENDENT I1EAp BELOW CEILING - ., HEAD ABV & BELOW CE1LtNG �7 - SIDEWALK. EMI 1 /2' OUTLET SIDEWALL OUTLET INSPECTIONS LA.& COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS 1105 IONA RD. P.O. BOX 2620 (208) 524 -523Q IDAHO FALLS, IDAHO . 83403 -2620 DATE DRAWN BY 1(.0N PONTIAC 110 N, MAIN KT CR'S ID SHEET No.