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APPLICATION, CO, MULT DOCS - 04-00186 - AmericInn Lodge & Suites
CITY OF REXB U RG BUILDING PERMIT ISSUED TO: NAME: Golden Beauty Hospitality PERMIT 0. 0400186 FOR THE CONSTRUCTION OF : Americlnn Lodge & Suites JOB ADDRESS: 1098 Golden Beauty Dr GENERAL CONTRACTOR. Nelscott Const. Dev. Llc This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approved Issued By Building Inspector THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY 1) A complete set of approved drawings along with the permit must be kept No work shall be done on any part of on the premises during construction. the building beyond the point indicated 2) The permit will become null and void in the event of any deviation from the in each successive inspection without NOTICE! accepted drawings. approval. No structural framework of 3) No foundation, structural, electrical, nor plumbing work shall be concealed any underground work shall be covered without approval. INSPECTION CARD BUILDING Date Annroved 1. Layout 2. Footing 3. Foundation 4. Framing 5. Insulation 6. Drywall 7. Sidewalk 8. Final 9. Mechanical OTHER Date Approved 1. Fire Department Fine PLUMBING Date Aooroved 1. Sewer Service Conn 2. Water Service Conn( 3. Rough -In 4. Ground Rough -In 5. Final For Inspections Call 359 -3020 ext. 341 24 Hour Notice ACERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTION CITY OF CERTIFICATE OF OCCUPANCY �W REXBUR -G City of Rexburg '-F AMERICAS FAMILY CO,,%MUNffY Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Building Permit No: 0400186 Applicable Edition of Code: International Building Code :2000 Site Address: 1098 Golden Beauty Dr Use and Occupancy: Hotel /Motel Type of Construction: Design Occupant Load: Americalnn Lodge & Suites Sprinkler System Required: No Name and Address of Owner: Contractor: Nelscott Const. Dev. Llc Special Conditions: 00' t Occupancy: This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance Wth the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: February 02, 2005 (04:54PM) C.O Issued by: Building Official There shall be no further change in the eAsting 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 said future changes. Water Department: Fire Deaart State of Idaho Electrical Department (208- 356 - 4830): CITY OF AMERICAS FAMILY COMMUNM Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0400186 International Building Code :2000 1098 Golden Beauty Dr Hotel /Motel Americalnn Lodge & Suites No Nelscott Const. Dev. Llc This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vtith the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: February 23, 2005 (03:52PM) C.O Issued by: Building There shall be no further change n the eAsting occupanby-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 said future changes. Water CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 State of Idaho Electrical De APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Date of Application 0 5 t 18 - Q 4 ' Permit No. OWNER Name Golden Beauty Hospitalitv LLC Site Address 1098 Golden Beauty Drive, Rexburg, Idaho Mailing Address 1110 Golden Beauty Drive, Rexburg, Idaho City /State/Zip Rexburg, Idaho 83440 Telephone/Fax/Mobile (208) 356 -7563 208 356 -6669 208- 356 -8030 CONTRACTOR 5S1,-664a9 Name Nelscott Construction Development LLC Mailing Address 250 L a k e d r i v e East City /State/Zip Chanhassen, MN 55317 Telephone/Fax/Mobile PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: c o m m e r c i a lk existing use compatible with zoning, (screening parking, etc) Yes When was this building last occupied , N/A Architect/ Engineer Firm Tr Howell A r c h:'tafl R6e Am e r i c I n n Lodge & Suites Subdivision W l c o x Development Project Lot 2 Block Circle One Residential Commerci Educational Government _ Remodel Other Circle One New House Addition/Remodel to House ew Commere Commercial Remodel Circle One Basement Non Finished / Unfinished Other: None/ atio Carport/ Awning N/A Lot Square Footage 90,169 Lot Tdth 193.99 r Main Level Square Feet 13 , 417 Upstairs Square Feet 9 5 7 6 3 r asement Square Feet N / A c Garage Square Feet N /A Number of Stories 3 Height of Building __ 4 . 6 7 ' What will structure be used for: Horne Home Business Apartment 4ommerci Other Will there be an apartment? No If so, how many units 68 units Lodge Total Estimated Building Value $ 4 , 3 7 0 , 0 ` 0 /1 0 Are youdn a flood plain No Signature of Applicant Code Zone Building 'Type Commercial Building Plumbing bid Commercial Building HVAC bid Commercial Building Square footage (Parks, Fire, and Police) Signature of Inspector Building Permit Fees Plan Check Fees Plumbing Permit Fees Digging Permit Fees Water & Sewer Fees Front Footage Fee Impact Fees TOTAL $ Issued by W�N CITY REXBc City of Rexburg q >s�ea AMERICAS1'TMIIYC.c-'.Ivt'A""rY STATE OF IDAHO June 9, 2004 REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg P.O Box 280 19 E. Main St. Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -Mail Pursuant to the provisions of the International Building Code 2000, the undersigned requests that a a building permit be issued for: / a Footings and Foundations only at: IC 1098 Golden Beauty Dr b Rexburg, 83440 04,0 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. We further absolve the City of Rexburg and officers and employees thereof, of all resposibility 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 of structure is finally granted. Dated: Wednesday June 9 2004 By Beauty Hospitality Golden Approved: Wednesday June 9 2004 CITY OF REX By Cathy Winters Permit Tech / Receptiontist June 9, 2004 REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg Pursuant to the provisions of the International Building Code 2000, the undersigned requests that a building permit be issued for: G 0 1� t C Footings and Foundations only at: CT (b� 1098 Golden Beauty Dr (9 Rexburg, 83440 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. We further absolve the City of Rexburg and officers and employees thereof, of all resposibility 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 of structure is finally granted. Dated: Wednesday June 9 2004 JIM Beauty Hospitality Golden Approved: Wednesday June 9 2004 CITY OF REX By Cathy Winters Permit Tech / Receptiontist P.O Box 280 Cl FY OF � REXBL,IRG City of Rexb u rg 19 E. Main 83 Rexburg, Idaho 83440 q + � WAFRICAs rrnma (701AM inrrr Phone (208) 359 -3020 STATE OF IDAHO Fax (208) 359 -3022 e -Mail June 9, 2004 REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg Pursuant to the provisions of the International Building Code 2000, the undersigned requests that a building permit be issued for: G 0 1� t C Footings and Foundations only at: CT (b� 1098 Golden Beauty Dr (9 Rexburg, 83440 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. We further absolve the City of Rexburg and officers and employees thereof, of all resposibility 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 of structure is finally granted. Dated: Wednesday June 9 2004 JIM Beauty Hospitality Golden Approved: Wednesday June 9 2004 CITY OF REX By Cathy Winters Permit Tech / Receptiontist r,l* I k) JaNell Hansen From: Matt Nielson Sent: Tuesday, October 28, 2008 8:45 AM To: JaNell Hansen Subject: RE: Americlnn Hotel Pre -Paid Tilling Fees - Americlnn. We did trade them for tilling services in the amount of $26,041. 1 believe John is still negotiating this with Lynn Wilcox. Go ahead and mark as paid by the City of Rexburg and note in your system that the sewer dept paid for the fees as a trade for tilling services with the owners of Americlnn Hotel. Thanks Matt From: JaNell Hansen Sent: Monday, October 27, 2008 1:06 PM To: Matt Nielson Subject: AmericInn Hotel Matt, A while back I remember discussing with you the outstanding fees for the AmericInn of $26,041.00. I thought you told me «p his outstanding fec+ad been negotiated with them and the city and that I wa;�Ae �Iear their account, initfor some reason my system is still showing this balance. Can I close out this account and if so, I would like to put a note in the system as to what kind of trade /negotiation was made. Thanks, JaNell Hansen Building Safety Coordinator Phone: 208.359.3020 ext 346 Fax: 208.359.3024 CITY RE)MUR ..... .... .- -._:._ 07/12/2004 10:46 FAX 9522945001 NELSCOTT 250 LAKE DRIVE EAST CHANHASSEN, NIN 55317 PHONE: 952 -294 -5100 FAX: 952- 294 -5001 FAX TRANSMITTAL Date: July 12, 2004 Attention: Val Christensen & Chris Huskinson -City of Rexburg From: Mark Clarey Cc: Project File Project: Americlnn of Rexburg, ID Attached: Letter from Harper - Leavitt Engineering, Inc. dated July 8, 2004 Comments: Val and Chris, In reference to our letter to you dated July 2, 2004, 1 have attached a letter from our engineering firm regarding the fire department's hydrant location requirements for the Americinn of Rexburg, ID. If you have any questions, please feel free to contact me. Thanks, Mario Clarey Vice President of Construction /tp 07/12/2004 10:47 FAX 9522945001 0 002 ,Jul. 8. 2004 8:29AM 2065240229 No-8877 P. 2 HARPER - LEAVITT ENGINEERING, INC, CIVIL & STRUCTURAL ENGINEERING, MATERIALS TESTING & LAND SURVEYING 800 W. Judicial St. - P.O. Box 866 Blackfoot, Idaho 83221 (208) 785.2977 Far,,(208)785 -2990 July 8, 2004 Mr. Mark Clarey Nelscott Construction 250 Lake Drive East Chanhassen, MN 55317 985 N, Capital Ave. - P.O. Box 50691 Idaho Falls, Idaho 83405 (208) 524 -0272 Fax (208) 524 -0229 Subject: Fire Hydrant Locations -- Americlun, Rexburg Idaho Dear Mark, At your request I have reviewed the Americlm Site Plant and havc found the existing fire hydrant and the proposed fire hydrant to be within 400 feet of the proposed building. If I can be of further assistance, please call. Very truly yours, Harper r Engineering Jeff Freiberg, P-E. pc: Val Christensen, City of Rexburg Chris Huskinson, City of Rexburg Ameridnn spa stairs After considering the spa stairs, I don't think these steps are not considered going from I level to another as stated in the IBC. Egress exiting was considered but the spa would be used very little but exiting should still be considered. After looking at several answers to my post on the ICC bulletin board the consensus appeared that spa steps should not be considered stairs to another level therefore not required to be compliant with the code. Another reply stated 5 people or less but needed to comply with IRC. There would only be 2 max. probably in this spa and the IRC does not apply to a motel/hotel. Another considered the spa to be like playground equipment inside which would make some kind of sense along with an indoor climbing wall. How is the wall to be inspected? A combo inspector said "it did not apply" but gave no reasons why. Steps to a spa outside the building are not considered in the code how much different is there to the spa being inside? Inside an egress issue might be considered but from a spa? What about from a bed 24" high or bunk beds is the spa considered furniture? After going through all the posts and the codes I am leaning more to it not being between levels and therefore not considered a stairway or for egress even though you might have to egress out of the spa in an emergency. The spa should be considered more like furniture not as part of the building even though this is built into the room. These steps are pretty much slip resistant (sprayed concrete) and the oriental room will have a handrail which is the worst case. I don't think these steps are a stairway or part of an egress system like the room is and therefore not part of the stairs considered in the IBC. ��YHUR S �O y � w November 17, 2005 Golden Beauty Hospitality 1098 Golden Beauty Dr. Rexburg, Idaho 83440 RE: AmericInn Dear Floyd Wilcox & Sons: <:1 7'Y O F REXBURG America's Family Crnnmunity When the building permit was issued for construction on the AmericInn, we were informed that there may be some grant money coming in to help pay for the building permit fees. Richard Horner, has informed me that the grant did not go through. An invoice for the site review, and the building permit is enclosed. Your timely payment of this balance will be greatly appreciated. If you have any questions, please contact me. Sincerely, JaNell Hansen JaNell Hansen Permit Tech/Receptionist 19 E. Main Rexburg, ID 83440 P. O. Box 280 wwiv.rexbure.orr Phone (208) 359.3020 ext.326 Fax (208) 359.3024 (),q -00196 i S a a GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #31 Crubbuck, Idaho 83202 208 237 -3400 /Fax 208 237 -3449 CONCRETE CYLINDER TEST REPORT Report No.: ? Report to: AMERIC INN, LLC Date: 07/28/04 ATTN: KEITH LINDBERG File No.: AME 250 LAKE DRIVE EAST Project No.: PO40_A CHANHASSEN, MN 55317 Invoice No Project: Contractor: Structure: Location: Reported by Mix No.: Sacks/Cy: Cement: Admixtures: AMERICINN- REXBERG FOOTINGS i . GRIDLINE G & F MATERIALS AND MIX DATA Concrete Supplier: WALE_ WALTERS Method of Mixing: TRANSIT #190 AMI 4 CLASS 30* Aggregate Source: PLAN_ 601 Water Source: TRU -- C K — PORTLAN REQUIRED STRENGTH, PSI 7 Day: ___ 28 Day: 3000. SPECIFICATIONS Slump, inches: NR __—_— Air Content, %: NR Slump, inches: Air Content, W Unit Weight, pr-f'. Conc. Temp. °F: Air Temp, ° F: FIELD TES DATA Truck No.: 93 DAN - ---- -- Ticket No.: 06990 ----- Time Batched: 9 45 AM — No. CY represented: 10 Water Added, gal.: NR 2 (ASTM C -143) 6.1 --- (ASTM C -231) N/A — (ASTM C -138) 1 (ASTM C -1064) 79 Concrete Sampled (ASTM C -172), Tested & Cylinders Cast (ASTM C -31) Date Cast: 07/29_ Time: 10:45 AM Rv- MH Cylinder Curing (ASTM C -31 i Field Cure Days: at Temp. Range, °F. 60 -8_0 Lab Cured from: C71130/04 Date Received: LABORATORY TEST DATA Sample No.: PO4206 Total Fracture Date Age Comp. Strength Cylinder Cylinder X -Sec Load Type Tested Tested (psi) ID Diameter Area (days) (inches) (sq in) (Ibs) 85340 Conical 08/05/04 7 3000 0 PO4206A 6.02 28.46 Conical 08/26/04 28 0 PO4206B 6.02 28 46 Conical 08/26/04 28 PO4206C 6.02 28.46 Conical HOLD PO4206D 6.02 28.46 Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MO "1rAt�A • UTAH • NEVI+ A S T R a T a GEOTECHNICAL ENGINEERING S. MATERIALS TESTING 4460 Kings Way x3 Chubbuck Idaho 83202 208 237 -3400 ; Fax 208 237 -3449 CONCRETE CYLINDER TEST REPORT Report to: AMERIC INN, LLC Report No.: 3 ATTN: KEITH LINDBERG Date: 07/30/04 250 LAKE DRIVE EAST File No.: AMELLC CHANHASSEN, MN 55317 Project No.: PO4056A Project: AMERICINN- REXBERG Invoice No.: Contractor: Structure: FOOTINGS Location. NE CORNER GRIDLINE G MATERIALS AND MIX DATA Reported by: WALTERS Concrete Supplier: WALTERS Mix No.: #190 AMI 4 CLASS 30" Method of Mixing: TRANSIT Sacks /CY: 601 Aggregate Source: PLANT Cement: PORTLAND Water Source: TRUCK Admixtures: REQUIRED STRENGTH, PSI SPECIFICATIONS 7 Day: Slump, inches: NR 28 Day: 3000 Air Content, %: NR FIELD TEST DATA Slump, inches: 2.00 (ASTM C -143) Truck No.: 61 MIKE Air Content, %: NR (ASTM C -231) Ticket No.. 07078 Unit Weight, pcf: N/A (ASTM C -138) Time Batched: 11:28 AM Conc. Temp. °F: 71 (ASTM C -1064) No. CY represented: 6 Air Temp, °F: 76 Water Added, gal.: 0 Concrete Sampled (ASTM C -172), Cylinder Curing (ASTM C -31) Tested & Cylinders Cast (ASTM C -31) Field Cure Days: 1 Date Cast: 07/30/04 at Temp. Range, °F: 60 -80 Time: 12:40 PM _ Lab Cured from: By: MH Date Received: 07/31/04 LABORATORY TEST DATA (ASTM C -39) Sample No.: PO4208 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) PO4208A 6.02 28.46 106860 Conical 08/06/04 7 3750 PO4208B 6.02 28.46 Conical 08/27/04 28 0 PO4208C 6.02 28.46 Conical 08/27/04 28 0 PO4208D 6.02 28.46 Conical HOLD Reviewed By: DAHO • WASHINGTON • OREGON • WYOMING • MONTANA • 0_AH • NEVADA S T rt a a GEOTECHNICAL E`:GINEERING 8 MATERIALS TESTING 4460 Kings Way =. Chubbuck, Idaho 83202 (ASTM C -143) 208 237 -3400 ; Faa208 237 -3449 (ASTM C -231) Unit Weight, pcf: CONCRETE CYLINDER TEST REPORT Report to: CARL A. NELSON NR (ASTM C -1064) 1815 DES MOINES AVENUE Report No.: Tested BURLINGTON, IA 52601 Date: Tested & Cylinders Cast (ASTM C -31) ATTN: JAMES QUICKSTAD File 07/23/04 Project No: Project: S02 ABATEMENT Invoice No. Contractor: CARL A. NELSON Conical Conical Structure: LOW END THICKNER COLUMNS Location: 6.02 FAX: 319 - 753 -2208 Conical 208 - 547 -1487 14 28 MATERIALS AND MIX DATA Reported by: Mix No.: JB PARSONS Concrete Supplier: Jgp Sacks /CY: NR NR Method of Mixing: i 9: TRANSIT Cement: PORTLAND Aggregate Source: NR Admixtures: NR Water Source: NR SPECIFICATIONS NR REQUIRED STRENGTH, PSI Slump, inches: NR 7 Day: NR Air Content, %: NR 28 Day: NR FIELD TEST DATA Slump, inches: NR (ASTM C -143) Air Content, %: NR (ASTM C -231) Unit Weight, pcf: NR (ASTM C -138) Conc. Temp. °F: NR (ASTM C -1064) Air Temp, °F: NR Tested Concrete Sampled (ASTM C -172), PO4 93A Tested & Cylinders Cast (ASTM C -31) (sq in) 28.46 Date Cast: 07/23/04 Time: NR PO4193B By: CLIENT 80100 85760 LABORA TEST DATA Sample No.: PO4193 23 07/23/04 CARNEL PO40 — 31A Truck No.: NR Ticket No.: NR Time Batched: NR No. CY represented: NR Water Added, gal.: NR Cylinder Curing (ASTM C -31) Field Cure Days: NR at Temp. Range, °F: NR Lab Cured from: NR Date Receive 07727/04 Cylinder ID Cylinder X -Sec Total Fracture Date Age Comp. Diameter Area Load Type Tested Tested Strength PO4 93A (inches) 6.02 (sq in) 28.46 (lbs) (days) (psi) PO4193B 6.02 28.46 80100 85760 Conical Conical 07/30/04 08/06/04 7 PO4193C 6.02 28.46 Conical 08/20/04 14 28 3010 0 PO4193D 6.02 28.46 Conical 08/20/04 28 0 _ -Y. Reviewed By: InAHO • WAS-'INGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA l s 7 R a T a himiy Nay : hula a k lu�l 23T3400 208 237 344, MORTAR CYLINDER TEST REPORT Report to: AMERIC INN, LLC ATTN: KEITH LINDBERG 250 LAKE DRIVE EAST CHANHASSEN, MN 55317 Project: AMERICINN - REXBURG Contractor: Structure: NR Location: NW MIDDLE SECTION -------------------------------------------------------------••----------------- MATERIALS AND MIX DATA Reported by NR Mix No. NR Mortar Supplier Cement/Lime WESTERN TYPE "S" Method of Mixing Cement Type PORTLAND TYPE I & II Agg Source Admixtures Water Source Cylinder ID Number PO4210 Date: 07/31/04 File No. AMELLC Project No. PO4056A Invoice No. ON -SITE MIXER ON SITE ON SITE Required Strength, r 7 day 28 day 1800 — ----- -- ----- --- ------------------------------------------------------------------------------------------------------------------------------- FIELD TEST DATA Flow. inches NR ASTM C 109 Time Batched NR Air Content. % NR ASTM C 231 No. CF Represented NR Mortar Temp 73 Air Temp 78 Cylinder Curing ASTM C 780 Field Cure, Days 1 Mortar Sampled Tested & Cylinders Cast ASTM C 780 Date Received 08/01/04 Date Cast 07/31/04 Time 10:30 By MH LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder Cylinder X -Sec Total Date Age Comp Height Diam Area Load Tested Tested Str (inches) (inches) (sq in) (Ibs) (days) (psi) PO421 OA 2.00 4.00 3.14 4520 08/07/04 7 1440 PO4210B 2.00 4.00 3.14 08/28/04 28 0 PO4210C 2.00 4.00 3.14 08/28/04 _ 28 0 t Reviewed By: hnHO waSHAGroN - ORC;:�i • ^)MAN;; �.1:'rliz ^.A - i - .. S i [W f f7IN1, NI / ,ors way Chi ,gym. k (i d ) 3400 i<200 237 34TH MORTAR CYLINDER TEST REPORT Report to: AMERIC INN, LLC LABORATORY TEST DATA ATTN: KEITH LINDBERG 250 LAKE DRIVE EAST CHANHASSEN, MN 55317 Project: AMERICINN - REXBURG Contractor: Structure: NR Location: SW CORNER ---------------------------------------------------------------..---------------------------- MATERIALS AND MIX DATA Reported by NR Mix No. NR Mortar Supplier Cement/Lime WESTERN TYPE "S" Method of Mixing Cement Type PORTLAND TYPE I & II Agg Source Admixtures Water Source Required Strength, K Flow, inches NR Air Content. % NR Mortar Temp 73 Air Temp 78 Mortar Sampled Tested & Cylinders Cast Date Cast 07/30/04 Time 9:00 By: MH Cylinder ID Number PO4209 Date: 07/30/04 File No. AMELLC Project No. PO4056A Invoice No. ON -SITE MIXER ON SITE ON SITE 7 day 28 day 1800 ------------------------------------------ Time Batched NR No. CF Represented NR Cylinder Curing Field Cure, Days ASTM C 780 1 Date Received 07/31 /04 FIELD TEST DATA ASTM C 109 ASTM C 231 ASTM C 780 LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder Cylinder X -Sec Total Date Age Comp Height Diam Area Load Tested Tested Str (inches) (inches) (sq in) (Ibs) (days) (psi) PO4209A 2.00 4.00 3.14 3180 08/06/04 7 1010 PO4209B 2.00 4.00 3.14 08/27/04 28 0 PO4209C 2.00 4.00 3.14 08/27/04 28 0 Reviewed By: FIELD TEST DATA ASTM C 109 ASTM C 231 ASTM C 780 NELSCOTT Construction Development, LLC General Contracting • Construction Management July 2, 2004 Mr. Val Christensen City of Rexburg 19 E. Main St. Rexburg, ID 83440 Re: Americinn Lodge & Suites Rexburg, ID Mr. Christensen, We have received and reviewed your plan review comments letter dated June 8, 2004 for the Americinn in Rexburg, Idaho along with the response letter from Truman Howell Architects & Associates dated June 28, 2004. Our responses to the items pertaining to the general contractor are listed below: Fire Department Review Required Fire flow 1500 GPM/Two hours. The building will be fully sprinklered. We have subcontracted with 3 -D Fire Protection, Inc. for the fire protection system installation. Occupancy requirement for 2 fire hydrants within 400 feet of structure if fully sprinklered. There are 2 fire hydrants located within 400 feet of the building. Please see the attached response letter from Harper Leavitt Engineering. Access roads being installed and operational. The site grading and new access road off Golden Beauty will be completed prior to the building construction. Golden Beauty Drive is also a paved road and offers close proximity access to the entire building. We will keep the parking lot side of the building accessible during construction. Fire Extinguisher locations. We will rough in all fire extinguishers as shown on the construction plans. We will also ask to conduct a walk through review with you or the fire marshal prior to drywall installation to confirm the locations and quantities. Letter of intent from a CertHied fire sprinkler installer. We have subcontracted with 3-D Fire Protection, Inc. Please see the attached letter of intent from them. Letter of intent from a certified full fire protection alarm installation contractor. We have subcontracted with Lon Ricks Electric to perform the electrical work on this project. Their subcontractor for the fire protection alarm system is Omni Security Systems. Please see the attached letter of intent from them. Lock box installation and location. Our project manager and superintendent will follow through submitting the necessary forms to you and confirming the exact location for the lock box. Building Department Review Carpet, wall and ceiling finishes meet the IBC code requirements for sections 804 and 803.4 respectively. The carpet, wall coverings, and window finishes are being supplied by the owner. We will follow through seeing that their product specifications are submitted prior to their installations and inspections. We will submit the ACT ceiling product specifications directly to you. 250 Lake Drive East • Chanhassen MN 55317 Phone: (952) 294 -5100 • Fax: (952) 294 -5101 If you have any questions with regard to this letter or if there are other items you need to issue the building permit, please feel free to contact me at (952) 294 -5256. Sincerely, Nelscott Construction Development, LLC ✓ m &L 4.- Mark Clarey no Its Vice President of Construction Cc: Shawn Lidberg Jeannine Momchilovich Lynn Wilcox ■ June 28, 2004 Val Christensen City of Rexburg 19 E. Main St. TRUMA M Rexburg, ID 83440 !TTllTA77 T Re: AmericInn Lodge & Suites 1 17815 HUTCHINS DRIVE Rexburg, ID (952) 401-7889 o N X(sz> of -7 architects@th-arch.com Mr. Christensen, We have received and reviewed your plan review comments letter dated June 8, 2004 for the AmericInn in Rexburg. We have the following responses, Fire Department Review Required fire flow 4250 GPM/Four hours unless equipped with fire suppression system. Fully sprinklered the fire flow shall be 1500 GPM /Two hours. THA Response: A copy of your letter has been provided to the General Contractor to forward to the fire sprinkler contractor. Occupancy requires two fire hydrants within 400 feet if structure is fully sprinklered. THA Response: Noted, A copy of your letter has been provided to the Civil Engineer. Access roads shall be installed and operational prior to construction beginning. THA Response: Noted, a copy of your letter has been provided to the General Contractor. Fire extinguishers (minimum size of 2AI013C) shall be provided within travel distances throughout facility. THA Response: Fire extinguisher locations have been shown on the construction documents, To the best of our knowledge, we have located the extinguishers according to the required travel distances. Plans indicate full automatic fire suppression system to be installed. Prior to a building permit being issued a certified letter of intent from a certified fire sprinkler installer must be provided. THA Response: Noted, a copy of your letter has been provided to the General Contractor. Occupancy requires full fire protection alarm system throughout building. A certified letter of intent from a certified installer must be received prior to a building permit being issued. THA Response: Noted, a copy of your letter has been provided to the General Contractor. A lock box is required for this facility prior to occupancy. Authorized forms can be picked up at the fire department. THA Response: Noted, a copy of your letter has been provided to the owner and General Contractor. Building Department Review The l tmdry room must be sprinklered or a one hour separation must be provided. THA Response: The Laundry room has been detailed with a one hour separation per the construction documents. The carpet must meet the requirements set forth in IBC section 804. Any wall or ceiling finishes must meet the requirements of table 803.4. Decoration and Trim (including curtains and draperies) must meet the requirements of section 805. Please provide the manufactures info on any of the above mentioned prior to inspections. THA Response: Noted, a copy of your letter has been provided to the owner and General Contractor. Recommended building drain installation in 8" to accommodate for future expansion. THA Response: Noted. The code review comments on sheet T2 identify a one hour wall as per the 2000 International Building Code (IBC table 302.3.3.) This table identifies a two hour wall, not a one hour wall. THA Response: The separation wall has been reduced to one hour per exception #1 of section 302.3.3. Energy compliance review is required as per 2000 International Energy Conservation Code. THA Response: Energy compliance calculations have been attached for your review.. The structural design criteria were completed using wind exposure B. The building does not have any structures between it and the direction of the prevailing winds. Calculations must be provided that utilize wind exposure C. The structural calculations also identify a geothechnical report provided by Harper Leavit Engineering. Please provide a copy of this report. Also the structural plans identify 3000 PSI concrete required for footings. Special inspections are required. Please put together a preconstruction meeting with your contractor, the certified agency that will be providing the special inspections and the City of Rexburg Building Official. THA Response: See attached letter from Clark Engineering dated June 21, 2004. If you have any questions in regards to this letter, Please give me a call at (952) 401 -7889. Sincerely Truman Howell Architects & Associates, Inc. Mark Mayville cc: Nelscott Constuction — Mark Clarey Lynn Wilcox CLARK ENGINEERING CORPORATION June 21, 2004 Mark Mayville Truman Howell Architects 17815 Hutchins Drive Minnetonka, MN 55345 RE: AmericInn, Rexburg, Idaho Structural Buildinu Department Review Dear Mark, 621 Lilac Drive North Minneapolis, Minnesota 55422 -4609 (763) 545 -9196 Structural Fax: (763) 541 -0056 Civil Fax: (763) 525 -1666 www.clark- eng.com The following information is in response to the structural building department review regarding the wind exposure. During the design phase of this project I had a conversation with Val, with the City of Rexburg. At that time, he did indeed indicate that the project should be designed for an exposure C condition. You will notice in reviewing our design calculations that the actual wind load used in the calculations is 20 psf. This represents a wind load based on an exposure C condition. Additionally, you will notice that on sheet S 1 of the structural drawings under the heading "Lateral Loads" the wind load has been defined as exposure C. However, we understand that in developing our design criteria sheet we presented exposure B. This letter is to confirm that this structure has been designed using exposure C. Please find included in this letter, a revised "Design Criteria" sheet with the correction. We apologize for any confusion this may have caused. Sincerely, Arett . Klein Associate Structural Engineer Minneapolis Aberdeen Minnesota South Dakota Sioux Falls South Dakota An Equal Opportunity Employer 0 4 4 Design Criteria F = Coder IBC 2000 Roof Load: 35 psf Drift? Yes Floor Live Load: F = Room Loads 40 psf Partition 20 psf Corridor 80 psf Wind: 90 mph Exposure C Seismic: Ss = 51.1 S1 = 16.4 Importance Factor = 1 Site Class = C SDC = C Concrete: Headers etc. Spruce Pine Fir No. 2 fc = 4000 psi Slab on Grade fc = 3000 psi Footings fc = 3000 psi Grout Masonry: fm= 1500 psi Comments: Steel: F = 50000 psi ASTM A992 Structural Shapes F = 46000 psi Structural Tubes F = 60000 psi Reinforcing F = 35000 psi Pipe F = 36000 psi ASTM A36 Misc. Plates, Angles, etc. Wood: Fb = 2400 psi Glulam Beams (Douglas Fir or Southern Pine) F c = 725 psi Studs & Columns Spruce Pine Fir Stud Grade Fb = 875 psi Headers etc. Spruce Pine Fir No. 2 Fb = 2400 psi LVL's Soil Bearing: qa = 7300 psf Geotech Report #2.0400.0788 by Harper- Leavitt Engineering, Inc., Dated April 7, 2004 Frost Depth: D = 36 " per soil report Americlnn Rexburg, Idaho 1.0 s T R a a GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 MORTAR CYLINDER TEST REPORT Report to: Project: Contractor: Structure: Location: AMERIC INN, LLC ATTN: KEITH LINDBERG 250 LAKE DRIVE EAST CHANHASSEN, MN 55317 AMERICINN- REXBURG NR SW CORNER. Cylinder ID Number Date: File No. Project No. Invoice No. FAX: 208-656-0804 PO4209 07/30/04 AMELLC PO4056A MATERIALS AND MIX DATA Reported by NR Mix No. NR Mortar Supplier Cylinder ID ON -SITE Cement/Lime WESTERN TYPE "S" Method of Mixing Total MIXER Cement Type PORTLAND TYPE I & 11 Agg Source ON SITE Admixtures Water Source Load ON SITE Tested Required Strength, F 7 day (inches) (inches) (sq in) 28. day 1800 (days) FIELD TEST DATA PO4209A 2.00 Flow, inches NR ASTM C 109 Time Batched NR Air Content, % NR ASTM C 231 No. CF Represented NR Mortar Temp 73 6050 08/27/04 Air Temp 78 PO4209C 2.00 4.00 3.14 Cylinder Curing ASTM C 780 28 1960 Field Cure, Days 1 Mortar Sampled Reviewed By: Tested & Cylinders Cast ASTM C 780 Date Received 07/31/04 Date Cast 07/30/04 OREGON • WYOMING • MONTANA • UTAH Time 9:00 By: MH LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder Cylinder X -Sec Total Date Age Comp Height Diam Area Load Tested Tested Str (inches) (inches) (sq in) (Ibs) (days) (psi) . PO4209A 2.00 4.00 3.14 3180 08106/04 7 1010 PO4209B 2.00 4.00 3.14 6050 08/27/04 28 1930 PO4209C 2.00 4.00 3.14 6140 08/27/04 28 1960 Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH NEVADA S T R a T a GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 MORTAR CYLINDER TEST REPORT Report to: AMERIC INN, LLC Cylinder ID Number PO4210 Agg Source ATTN: KEITH LINDBERG Date: 07/31/04 Required Strength, F 250 LAKE DRIVE EAST File No. AMELLC Air Temp 78 CHANHASSEN, MN 55317 Project No. PO4056A Project: AMERICINN- REXBURG Invoice No. Contractor: Mortar Sampled Cylinder Cylinder Structure: NR FAX: 208-656-0804 Age Location: NW MIDDLE SECTION Height Diam MATERIALS AND MIX DATA Reported by NR Mix No. NR Cement/Lime WESTERN TYPE "S" Cement Type PORTLAND TYPE I & II Admixtures Mortar Supplier ON -SITE Method of Mixing MIXER Agg Source ON SITE Water Source ON SITE Required Strength, F 7 day 28 day 1800 Date Cast Time By: FIELD TEST DATA Flow, inches NR ASTM C 109 Time Batched NR Air Content, % NR ASTM C 231 No. CF Represented NR Mortar Temp 73 Air Temp 78 (ASTM C 780) Cylinder Curing ASTM C 780 Field Cure, Days 1 Mortar Sampled Cylinder Cylinder Tested & Cylinders Cast ASTM C 780 Date Date Cast Time By: 07/31/04 10:30 MH Date Received 08/01/04 LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder Cylinder X -Sec Total Date Age Comp Height Diam Area Load Tested Tested Str (inches) (inches) (sq in) (Ibs) (days) (psi) PO4210A 2.00 4.00 3.14 4520 08/07/04 7 1440 PO4210B 2.00 4.00 3.14 6240 08/28/04 28 1990 PO4210C 2.00 4.00 3.14 6120 08/28/04 28 1950 � Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING MONTANA • UTAH • NEVADA Sample No.: PO4206 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load GEOTECHNICAL ENGINEERING & MATERIALS TESTING Tested Tested 4460 Kings Way #3, Chubbuck, Idaho 83202 (inches) (sq in) 208 237 -3400 / Fax 208 237 -3449 (days) CONCRETE CYLINDER TEST REPORT 6.02 Report to: AMERIC INN, LLC Report No.: 2 7 ATTN: KEITH LINDBERG Date: 07/28/04 28.46 250 LAKE DRIVE EAST File No.: AMELLC 28 CHANHASSEN, MN 55317 Project No.: PO4056A 28.46 122480 Invoice No.: 08/26/04 Project: AMERICINN- REXBERG PO4206D 6.02 Contractor: Conical HOLD Structure: FOOTINGS FAX: 208 - 656 -0804 Location: GRIDLINE G & F MATERIALS AND MIX DATA Reported by: WALTERS Concrete Supplier: WALTERS Mix No.: #190 AMI 4 CLASS 30* Method of Mixing: TRANSIT Sacks /CY: 601 Aggregate Source: PLANT Cement: PORTLAND Water Source: TRUCK Admixtures: REQUIRED STRENGTH, PSI SPECIFICATIONS 7 Day: Slump, inches: NR 28 Day: 3000 Air Content, %: NR FIELD TEST DATA Slump, inches: 2.00 (ASTM C -143) Truck No.: 93 DAN Air Content, %: 6.1 (ASTM C -231) Ticket No.: 06990 Unit Weight, pcf: N/A (ASTM C -138) Time Batched: 9:45 AM Conc. Temp. °F: 71 (ASTM C -1064) No. CY represented: 10 Air Temp, °F: 79 Water Added, gal.: NR Concrete Sampled (ASTM C -172), Cylinder Curing (ASTM C -31) Tested & Cylinders Cast (ASTM C -31) Field Cure Days: 1 Date Cast: 07/29/04 at Temp. Range, °F: 60 -80 Time: 10:45 AM Lab Cured from: By: MH Date Received: 07/30/04 LABORATORY TEST DATA Sample No.: PO4206 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) PO4206A 6.02 28.46 85340 Conical 08/05/04 7 3000 PO4206B 6.02 28.46 126180 Conical 08/26/04 28 4430 PO4206C 6.02 28.46 122480 Conical 08/26/04 28 4300 PO4206D 6.02 28.46 Conical HOLD Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA ,o!t . S a a GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 CONCRETE CYLINDER TEST REPORT Report to: AMERIC INN, LLC Report No.: 3 ATTN: KEITH LINDBERG Date: 07/30/04 250 LAKE DRIVE EAST File No.: AMELLC CHANHASSEN, MN 55317 Project No.: PO4056A Project: AMERICINN- REXBERG Invoice No.: Contractor: Structure: FOOTINGS FAX: 208 - 656 -0804 Location: NE C OR N ER GRIDL G MATERIALS AND MIX DATA Reported by: WALTERS Concrete Supplier: WALTERS Mix No.: #190 AMI 4 CLASS 30* Method of Mixing: TRANSIT Sacks /CY: 601 Aggregate Source: PLANT Cement: PORTLAND Water Source: TRUCK Admixtures: REQUIRED STRENGTH, PSI SPECIFICATIONS 7 Day: Slump, inches: NR 28 Day: 3000 Air Content, %: NR FIELD TEST DATA Slump, inches: 2.00 (ASTM C -143) Truck No.: 61 MIKE Air Content, %: NR (ASTM C -231) Ticket No.: 07078 Unit Weight, pcf: N/A (ASTM C -138) Time Batched: 11:28 AM Conc. Temp. °F: 71 (ASTM C -1064) No. CY represented: 6 Air Temp, °F: 76 Water Added, gal.: 0 Concrete Sampled (ASTM C -172), Cylinder Curing (ASTM C -31) Tested & Cylinders Cast (ASTM C -31) Field Cure Days: 1 Date Cast: 07/30/04 at Temp. Range, °F: 60 -80 Time: 12:40 PM Lab Cured from: B MH Date Received: 07/31/04 LABORATORY TEST DATA Sample No.: PO4208 (ASTM C-39) Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) PO4208A 6.02 28.46 106860 Conical 08/06/04 7 3750 PO4208B 6.02 28.46 143640 Conical 08/27/04 28 5050 PO4208C 6.02 28.46 141000 Conical 08/27/04 28 4950 PO4208D 6.02 28.46 Conical HOLD elw� Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA S a a ' GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 CONCRETE CYLINDER TEST REPORT Report to: AMERIC INN, LLC Report No.: 7 ATTN: KEITH LINDBERG Date: 08/06/04 250 LAKE DRIVE EAST File No.: AMELLC CHANHASSEN, MN 55317 Project No.: PO4056A Project: AMERICINN- REXBERG Invoice No.: Contractor: NELSCOTT Structure: FOOTINGS FAX: 208 - 656 -0804 Location: FTG. E. INTERIOR MATERIALS AND MIX DATA Reported by: WALTERS Concrete Supplier: WALTERS Mix No.: 601/ #190 AMI 4 CLASS 3 Method of Mixing: TRANSIT Sacks /CY: Aggregate Source: NR Cement: PORTLAND Water Source: NR Admixtures: NR REQUIRED STRENGTH, PSI SPECIFICATIONS 7 Day: Slump, inches: NR 28 Day: 4000 Air Content, %: NR FIELD TEST DATA Slump, inches: 3.75 (ASTM C -143) Truck No.: 85 Air Content, %: 5.3 (ASTM C -231) Ticket No.: 07455 Unit Weight, pcf: N/A (ASTM C -138) Time Batched: 10:05 AM Conc. Temp. °F: 74 (ASTM C -1064) No. CY represented: 11 Air Temp, °F: 81 Water Added, gal.: 20 Concrete Sampled (ASTM C -172), Cylinder Curing (ASTM C -31) Tested & Cylinders Cast (ASTM C -31) Field Cure Days: 1 Date Cast: 08/06/04 at Temp. Range, °F: 60 -80 Time: 11:00 AM Lab Cured from: By: MH Date Received: 08/07/04 LABORATORY TEST DATA Sample No.: PO4224 A M -39) Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) PO4226A 6.02 28.46 91220 Conical 08/13/04 7 3200 PO4226B 6.02 28.46 104040 Conical 09/03/04 28 3660 PO4226C 6.02 28.46 105820 Conical 09/03/04 28 3720 HOLD Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA S T R aT a ' GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 MORTAR CYLINDER TEST REPORT Report to: AMERIC INN, LLC Cylinder ID Number PO4225 ATTN: KEITH LINDBERG Date: 08/05/04 250 LAKE DRIVE EAST File No. AMELLC CHANHASSEN, MN 55317 Project No. PO4056A Project: AMERICINN- REXBURG Invoice No. Contractor: AERO MASONRY Structure: MAIN BUILDING FAX: 208 - 656 -0804 Location: GRID D @ 13, ELEV 0 -4' MATERIALS AND MIX DATA Reported by NR Mix No. NR Cement/Lime MIRCALE Cement Type Admixtures Mortar Supplier Method of Mixing Agg Source Water Source AERO MASONRY MECHANICAL ON SITE ON SITE Required Strength, F 7 day 28 day 1800 FIELD TEST DATA Flow, inches NR ASTM C 109 Time Batched 9:00 Air Content, % NR ASTM C 231 No. CF Represented 2000 Mortar Temp 66 Air Temp 75 Cylinder Curing ASTM C 780 Mortar Sampled Field Cure, Days 1 Tested & Cylinders Cast ASTM C 780 Date Received 08/06/04 Date Cast 08/05/04 Time 9:30 By: TRB LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder Cylinder X -Sec Total Date Age Comp Height Diam Area Load Tested Tested Str (inches) (inches) (sq in) (Ibs) (days) (psi) PO4225A 2.00 4.00 3.14 6060 08/12/04 7 1930 PO4225B 2.00 4.00 3.14 9600 09/02/04 28 3060 PO4225C 2.00 4.00 3.14 9940 09/02/04 28 3170 Reviewed By: IDAHO • WASHINGTON OREGON • WYOMING • MONTANA • UTAH NEVADA S R a T a ' GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 CONCRETE CYLINDER TEST REPORT Report to: AMERIC INN, LLC Report No.: 4 NR ATTN: KEITH LINDBERG Date: 08/04/04 (ASTM C -138) 250 LAKE DRIVE EAST File No.: AMELLC Air Temp, °F: CHANHASSEN, MN 55317 Project No.: PO4056A Tested & Cylinders Cast (ASTM C -31) Invoice No.: 08/04/04 Project: ^ .MERICINN- REXBERG 10:45 AM (psi) Contractor: TB 28.46 83960 Structure: FOOTINGS FAX: 208 - 656 -0804 2950 Location: GRID E!210 28.46 118920 Conical MATERIALS AND MIX DATA 28 4180 Reported by: Mix No.: Sacks /CY: Cement: Admixtures: NR 601 NR TYPEAII NR SPECIFICATIONS Slump, inches: NR Air Content. %: NR Concrete Supplier: WALTERS Method of Mixing: TRANSIT Aggregate Source: PLANT Water Source: WELL REQUIRED STRENGTH, PSI 7 Day: 28 Day: 3000 FIELD TEST DATA Slump, inches: 2.25 (ASTM C -143) Air Content, %: NR (ASTM C -231) Unit Weight, pcf: N/A (ASTM C -138) Conc. Temp. °F: 70 (ASTM C -1064) Air Temp, °F: 74 Tested Concrete Sampled (ASTM C -172), Tested & Cylinders Cast (ASTM C -31) Date Cast: 08/04/04 Time: 10:45 AM (psi) Bv: TB 28.46 Truck No.: 86 Ticket No.: 07320 Time Batched: 9:39 AM No. CY represented: 11 Water Added, gal.: Cylinder Curing (ASTM C -31) Field Cure Days: 1 at Temp. Range, °F: 60 -80 Lab Cured from: Date Received: 08/05/04 LABORATORY TEST DATA Sample No.: PO4220 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) PO4220A 6.02 28.46 83960 Conical 08/11/04 7 2950 PO4220B 6.02 28.46 118920 Conical 09/01/04 28 4180 PO4220C 6.02 28.46 121440 Conical 09/01/04 28 4270 HOLD Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA S T R a T a GEOTECHNICAL ENGINEERING & MATERIALS TESTING ' 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 CONCRETE CYLINDER TEST REPORT Report to: AMERIC INN, LLC Report No.: 5 93 ATTN: KEITH LINDBERG Date: 08/03/04 Ticket No.: 250 LAKE DRIVE EAST File No.: AMELLC (ASTM C -138) CHANHASSEN, MN 55317 Project No.: PO4056A 72 (ASTM C -1064) Invoice No.: 11 Project: AMERICINN- REXBERG (days) Water Added, gal.: Contractor: Concrete Sampled (ASTM C -172), 28.46 Cylinder Curing (ASTM Structure: FOOTINGS FAX: 208 - 656 -0804 Field Cure Days: Location: GRID_ D 13 08/03/04 103320 �— MATERIALS AND MIX DATA Time: 10:30 AM Reported by: Mix No.: Sacks /CY: Cement: Admixtures: SPECIFICATIONS Slump, inches: Air Content, %: 601 NR TYPEI &II NR MR IV K Concrete Supplier: WALTERS Method of Mixing: TRANSIT Aggregate Source: PLANT Water Source: WELL REQUIRED STRENGTH, PSI 7 Day: 28 Day: 3000 FIELD TEST DATA Slump, inches: 5.50 (ASTM C -143) Truck No.: 93 Air Content, %: NR (ASTM C -231) Ticket No.: 07242 Unit Weight, pcf: N/A (ASTM C -138) Time Batched: 9:35 AM Conc. Temp. °F: 72 (ASTM C -1064) No. CY represented: 11 Air Temp, °F: 75 (days) Water Added, gal.: PO4217A Concrete Sampled (ASTM C -172), 28.46 Cylinder Curing (ASTM C -31) Tested & Cylinders Cast (ASTM C -31) 7 Field Cure Days: 1 Date Cast: 08/03/04 103320 at Temp. Range, °F: 60 -80 Time: 10:30 AM PO4217C Lab Cured from: 28.46 Bv: TB 08/21/04 Date Received: 08/04/04 I LABORATORY TEST DATA I Sample No.: PO4217 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (lbs) (days) (psi) PO4217A 6.02 28.46 66940 Conical 08/10/04 7 2350 PO4217B 6.02 28.46 103320 Conical 08/21/04 18 3630 PO4217C 6.02 28.46 106820 Conical 08/21/04 18 3750 HOLD Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA s T R a T a GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way t3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 CONCRETE CYLINDER TEST REPORT Report to: AMERIC INN, LLC Report No.: 6 ATTN: KEITH LINDBERG Date: 08/05/04 250 LAKE DRIVE EAST File No.: AMELLC CHANHASSEN, MN 55317 Project No.: PO4056A Invoice No.: Project: AMERICINN- REXBERG Contractor: NELSCOTT Structure: FOOTINGS FAX: 208 - 656 -0804 Location: GRID 5@F MATERIALS AND MIX DATA Reported by: NR Concrete Supplier: WALTERS Mix No.: 601 Method of Mixing: TRANSIT Sacks /CY: NR Aggregate Source: PLANT Cement: TYPEI &II Water Source: WELL Admixtures: NR FIELD TEST DATA Strength Slump, inches: REQUIRED STRENGTH, PSI SPECIFICATIONS Cylinder X -Sec 7 Day: Slump, inches: NR Age 28 Day: 3000 Air Content, %: NR Area Load Type Tested FIELD TEST DATA Strength Slump, inches: 3.25 (ASTM C -143) Truck No.: 58 Air Content, %: NR (ASTM C -231) Ticket No.: 07386 Unit Weight, pcf: N/A (ASTM C -138) Time Batched: 9:45 AM Conc. Temp. °F: 70 (ASTM C -1064) No. CY represented: 10 Air Temp, °F: 75 28.46 Water Added, gal.: Concrete Sampled (ASTM C -172), Tested & Cylinders Cast (ASTM C -31) Date Cast: 08/05/04 Time: 10:55 AM Bv: TB Cylinder Curing (ASTM C -31) Field Cure Days: 1 at Temp. Range, °F: 60 -80 Lab Cured from: Date Received: 08/06iO4 LABORATORY TEST DATA Sample No.: PO4224 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) PO4224A 6.02 28.46 74480 Conical 08/12/04 7 2620 PO4224B 6.02 28.46 111060 Conical 09/02/04 28 3900 PO4224C 6.02 28.46 106800 Conical 09/02/04 28 3750 HOLD Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA S T R aT a GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 /Fax 208 237 -3449 MORTAR CYLINDER TEST REPORT Report to: AMERIC INN, LLC Cylinder ID Number PO4237 ATTN: KEITH LINDBERG Date: 08/11/04 250 LAKE DRIVE EAST File No. AMELLC CHANHASSEN, MN 55317 Project No. PO4056A Project: AMERICINN - REXBURG Invoice No. Contractor: AERO MASONRY Structure: MAIN BUILDING FAX: 208 - 656 -0804 Location: MATERIALS AND MIX DATA Reported by NR Mix No. NR Cement/Lime HANDY TYPE All Cement Type PORTLAND Admixtures Mortar Supplier Method of Mixing Agg Source Water Source Required Strength, F 7 day 28 day AERO MASONRY MECHANICAL ON SITE ON SITE 1800 ----------------------------------------------------------------------------------------------------------------------------------------------------- FIELD TEST DATA - - - - -• Flow, inches NR ASTM C 109 Time Batched NR Air Content, % NR ASTM C 231 No. CF Represented 2000 Mortar Temp NR Air Temp NR 10:40 Cylinder Curing ASTM C 780 Field Cure, Days 1 Mortar Sampled Tested & Cylinders Cast ASTM C 780 Date Received 08/12/04 Date Cast 08/11/04 Time 10:40 By: MH - - - --. ----------------------------------------------------------------------------------------------------------------------------------------------------- LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder Cylinder X -Sec Total Date Age Comp Height Diam Area Load Tested Tested Str (inches) (inches) (sq in) (Ibs) (days) (psi) PO4237A 2.00 4.00 3.14 4260 08/18/04 7 1360 PO4237B 2.00 4.00 3.14 6260 09/08/04 28 1990 PO4237C 2.00 4.00 3.14 6500 09/08/04 28 2070 ...::- Reviewed By IDAHO • WASHINGTON OREGON • WYOMING • MONTANA UTAH NEVADA i S T R a T a ' GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 CONCRETE CYLINDER TEST REPORT Report to: AMERIC INN, LLC Report No.: 8 ATTN: KEITH LINDBERG Date: 08/11/04 250 LAKE DRIVE EAST File No.: AMELLC CHANHASSEN, MN 55317 Project No.: PO4056A Invoice No.: Project: AMERICINN- REXBERG Contractor: NELSCOTT Structure: FOOTINGS FAX: 208 - 656 -0804 Location: FTG. N.E. INTERIOR MATERIALS AND MIX DATA Reported by: WALTERS Concrete Supplier: WALTERS Mix No.: #190 AMI 4 CLASS 30" Method of Mixing: TRANSIT Sacks /CY: Aggregate Source: NR Cement: PORTLAND Water Source: NR Admixtures: NR REQUIRED STRENGTH, PSI SPECIFICATIONS 7 Day: Slump, inches: NR 28 Day: 4000 Air Content, %: NR FIELD TEST DATA Slump, inches: 3.25 (ASTM C -143) Truck No.: 85KEVON P. Air Content, %: 5.0 (ASTM C -231) Ticket No.: 07606 Unit Weight, pcf: N/A (ASTM C -138) Time Batched: 8:57 AM Conc. Temp. °F: 74 (ASTM C -1064) No. CY represented: 8.5 Air Temp, °F: 70 Water Added, gal.: Concrete Sampled (ASTM C -172), Tested & Cylinders Cast (ASTM C -31) Date Cast: 08/11/04 Time: 10:00 AM Bv: MH Cylinder Curing (ASTM C -31) Field Cure Days: 1 at Temp. Range, °F: 60 -80 Lab Cured from: Date Received: 08/12/04 LABORATORY TEST DATA Sample No.: PO4236 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) PO4236A 6.02 28.46 71800 Conical 08/18/04 7 2520 PO4236B 6.02 28.46 115000 Conical 09/08/04 28 4040 PO4236C 6.02 28.46 114950 Conical 09/08/04 28 4040 HOLD Reviewed By: IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA S T R a T a GEOTECHNICAL ENGINEERING & MATERIALS TESTING OB S E RVAT = ON REPORT Project: Hm ,5,e C /NA/ Project No: Date: Day of Week: Structure: On -Site Personnel: Equipment: Work In Progress: L Comments: L To Be Resolved: Mw eC x/!44 / Nf Strata Representati e• ?tu?r; Signature: Page of S T a T a ' GEOTECHNICAL ENGINEERING & MATERIALS TESTING 4460 Kings Way 13, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 GROUT CUBE TEST REPORT Report to: AMERIC INN, LLC ATTN: KEITH LINDBERG 250 LAKE DRIVE EAST CHANHASSEN, MN 55319 Project: AMERIC INN REXBERG Contractor: AMERIC INN LLC Structure: NR Location: NR Prism ID Number PO4227 Date: 08/07/04 File No. AMELLC Project No. PO4056A Invoice No. Width 2 ------------------------------------------------------------------------------------------------------------------------------------------------------------ MATERIALS AND MIX DATA Reported by WALTER Mix No. 7.0 BM 3/8 CMT Grout Supplier WALTERS Date Cement/Lime NR Truck No. 07484 Width 2 Cement Type NR Ticket No. NR Str Admixtures NR Time Batched NR (Ibs) Specifications: (days) Required Strength, psi 28 day 3000 Slump, inches ------------------------------------------------------------------------------------------------------------------------------------------------------------ 16.00 Mix Design, psi 28 day NR 1440 PO4227B FIELD TEST DATA 4.00 16.00 Slump, inches NR ASTM C 143 Prism Curing ASTM C 1019 Grout Temp NR ASTM C 1064 Field Cure, Days 2 Air Temp NR @ Temp Range ° F nr HOLD Date Received 08/09/04 Grout Sampled 3145 (28 day specimens only) Tested & Prisms Cast ASTM C 1019 Time Batched NR using 4 masonry blocks No. CF Represented 5 Date Cast 08/07/04 Time NR By: MH -------------- - - - - - - - -------------------------------------------------------- — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LABORATORY TEST DATA (ASTM C 39) Prism ID Prism Dimensions X -Sec Total Date Age Comp Width 1 Width 2 Area Load Tested Tested Str (inches) (inches) (sq in) (Ibs) (days) (psi) PO4227A 4.00 4.00 16.00 23040 08/14/04 7 1440 PO4227B 4.00 4.00 16.00 49100 09/04/04 28 3070 PO4227C 4.00 4.00 16.00 51520 09/04/04 28 3220 HOLD ive Strength, psi 3145 (28 day specimens only) Reviewed By: IDAHO • WASHINGTON - OREGON - WYOMING • MONTANA • UTAH NEVADA S T R a T a ' GEOTECHNICAL ENGINEERING & MATERIALS TESTING O B S E RVAT I ON RE ]PC) RT Project: ,4rrE� Project No: Date: 3 - U Day of Week: r"uc s P,1 Structure: 04, U,1-1 ti oZ- 7�5 On -Site Personnel: Equipment: Work In Progress: Comments: V/ s , ,� �_ �- a- �. 771 e'er ; • -; ,�,,,, C= To Be Resolved: p�C Strata Re resentati v�9 Si Page of 7 -Iqw S T R a T a ' GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 CONCRETE CYLINDER TEST REPORT Report to: AMERIC INN, LLC Report No.: 9 Slump, inches: ATTN: KEITH LINDBERG Date: 08/19/04 Air Content, %: 250 LAKE DRIVE EAST File No.: AMELLC Unit Weight, pcf: CHANHASSEN, MN 55317 Project No.: PO4056A Conc. Temp. °F: 66 Invoice No.: No. CY represented: 11 Project: AMERICINN- REXBERG Tested Water Added, gal.: Contractor: NELSCOTT (sq in) (Ibs) Structure: FLOOR SLAB FAX: 208 - 656 -0804 (psi) Location: GRID E.5 @ 13.5 28.46 78260 Conical MATERIALS AND MIX 'DATA 7 2750 Reported by: Mix No.: Sacks /CY: Cement: Admixtures: WALTERS 602 Concrete Supplier: WALTERS Method of Mixing: TRANSIT Aggregate Source: PLANT Water Source: WELL TYPE I &II FIBER MESH SPECIFICATIONS Slump, inches: NR Air Content, %: NR REQUIRED STRENGTH, PSI 7 Day: 28 Day: 4000 I PO4245 FIELD TEST DATA Slump, inches: 6.00 (ASTM C -143) Truck No.: 82 Air Content, %: NR (ASTM C -231) Ticket No.: 08016 Unit Weight, pcf: N/A (ASTM C -138) Time Batched: 7:27 AM Conc. Temp. °F: 66 (ASTM C -1064) No. CY represented: 11 Air Temp, °F: 55 Tested Water Added, gal.: Concrete Sampled (ASTM C -172), Tested & Cylinders Cast (ASTM C -31) Date Cast: 08/19/04 Time: 8:40 AM Bv: TB Cylinder Curing (ASTM C -31) Field Cure Days: 1 at Temp. Range, °F: 60 -80 Lab Cured from: Date Received: 08/20/04 LABORATORY TEST DATA Sample No.: PO4245 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) PO4245A 6.02 28.46 78260 Conical 08/26/04 7 2750 PO4245B 6.02 28.46 136080 Conical 09/16/04 28 4780 PO4245C 6.02 28.46 136400 Conical 09/16/04 28 4790 HOLD Reviewed B . IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA S T a a ' GEOTECHNICAL ENGINEERING & MATERIALS TESTING O 8 S E RVAT = ON REPORT Project: /�-nn.R _ Project No: C> g . Date: Day of Week: Structure: On -Site Personnel: f _�k 1A) n-p 1 L Q / Z Equipment: Work In Progress: Comments: P C S o 1 ✓�.P ry )CA I ,�ri ,Grp 3 PG �* - 4cc + \ S . To Be Resolved: Ita Strata Represen Signature: Page of l STRATA PROJECT DAILY REPORT of _ Project: Client No: M e— I C Project Address: Project No: o Date: 9'2 G Permit No: Codes Project Time From To Hours From Mob Time To Hours Miles Per Diem Lodging B L D $ Mix No. Slump Mix Temp, OF % Air Total Yd Ticket No. Temp, OF Truck Yd Truck No. EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc: Other (describe): Weather: Approved Plans on Si ( S iNo ✓:ice Architect: Type of Test /Insp: D �� Deficiencies: Action(s) Taken: Results Reported to: of 0 tj of Narrative: Sample(s) Obtained: Description 1. 2. Location J� Strata Representative: Received By: Sample Type Set No. Mix No. Slump Mix Temp, OF % Air Total Yd Ticket No. Temp, OF Truck Yd Truck No. Sample(s) Obtained: Description 1. 2. Location J� Strata Representative: Received By: STRATA PROJECT DAILY REPORT ,r� — Of— Project: Ahu r C-- I n � Client No: L L Project Address: Project N O �l U �(o A Date: ^i 2 q -01{ Permit No: Codes Project Time From To Hours Mob Time From To Hours - Miles Per Diem Lodging B L D $ LCQ Mix No. Slump Mix Temp, OF % Air Total Yd Ticket No. Temp, OF Truck Yd Truck No. EQUIPMENT Nuke: Mobile Lab; -. - - <: RTrque Wrench: Rebar Loc: .-- Other (describe): �- Weather: Approved Plans on Site: Yes No Date: Architect: Type of Test /Insp: onC r-e e Deficiencies: Action(s) Taken: Results Reported to: of of Narrative: Sample(s) Obtained: Description 1. 2. Strata Representative: Received By: 2116=7w 1= Raw Sample Type Set No. Mix No. Slump Mix Temp, OF % Air Total Yd Ticket No. Temp, OF Truck Yd Truck No. Sample(s) Obtained: Description 1. 2. Strata Representative: Received By: 2116=7w 1= Raw STRATA PROJECT DAILY REPORT a 2 L LG of Project: � 1 M � �l C .� n � Client No: M Project Address: Project No: _5 V Date: o L 4 Permit No: odes Project Time From To Hours Mob Time From To Hours Miles Per Diem B L D Lodging $ Mix No. Slump Mix Temp, OF Ticket No. % Air Total Yd Truck No. Temp, OF Truck Yd [EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc: (describe): Weather: Approved Plans on Site: Type of Test/Insp: Deficiencies: Action(s) Taken: Results Reported to: of of Narrative: - -a N 0 Wes No Date: Architect: Sample(s) Obtained: Description Location 1 Strata Representative: 2. Received By: Sample Type Set No. Mix No. Slump Mix Temp, OF Ticket No. % Air Total Yd Truck No. Temp, OF Truck Yd Wes No Date: Architect: Sample(s) Obtained: Description Location 1 Strata Representative: 2. Received By: S T R aT a ' GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 4460 Kings Way #3, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 REPORT TO: AMERICINN, LLC DATE: 11/12/04 250 LAKE DRIVE EAST FILE NO: AMELLC ATTN: KEITH LINDBERG INVOICE NO: CHANHASSEN, MN 55317 IPROJECT NO: PO4056A PROJECT: AMERICINN REXBURG, ID FIELD DENSITY TEST REPORT Field Method (s) Performed Applicable Lab Method Elevation Codes X (N) ASTM D2922/3017 X ASTM D698 FIG = Finished grade (SC) ASTM D1556/2216 ASTM D1557 EG = Existing grade (N) AASHTO T238/239 AASHTO T99 SB = Subbase (SC) AASHTO T191 AASHTO T180 SG = Subgrade FTG = Footing grade AC = Asphalt B + elev = BELOW that elev A + elev = ABOVE that elev Test Location (s) Selected by: Max Dens Material Description (s) (PCF) Strata Personnel 134.5 PIT RUN SAND &GRAVEL TR 136.0 3/4 BASE IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA Field Dry Lab Percent of Meets Date Density Maximum Max Density Requirement and (PCF) Density Obtained 1 =Yes, O =No Lab No. Location Elev % Mois (PCF) (Required) RP = Retest OK 11/4/2004 80'W on parking lot 4" BFG 128.5 134.5 96 1 7 approaches 5.8 98 11/4/2004 On line 16; 200'N 4" BFG 127.8 134.5 95 1 8 6.3 98 11/4/2004 - On line 6; 200'N. 4" BFG 127.5 134.5 95 1 9 6 98 11/9/2004 On line 3; 150'N. FB 133.5 136.0 98 1 10 8.7 98 IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA S a a ' GEOTECHNICAL ENGINEERING & MATERIALS TESTING Meets Requirement 1 =Yes, O =No RP = Retest OK 1 1 Reviewed IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA 4460 Kings Way 13, Chubbuck, Idaho 83202 208 237 -3400 / Fax 208 237 -3449 Date Field Dry Lab Percent of and Density Maximum Max Density Lab No. Location Elev (PCF) Density Obtained 11/9/2004 Online 8; gp� N. FB % Mois PCF Re uired 11 134.5 136.0 gg 7.9 98 11/9/2004 Online 16; 1 30' W. & FB 130.9 12 75'N. 136.0 96 8.3 98 Meets Requirement 1 =Yes, O =No RP = Retest OK 1 1 Reviewed IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA STRUCTURAL CALCULATIONS AmericInn Lodge and Suites Re Idaho 91 April 30, 2004 Clark Engineering Coporation #SO4166 Design Criteria Code: IBC 2000 ASTM A992 Structural Shapes Roof Load: 35 psf Drift? Yes Floor Live Load: 60000 psi Reinforcing Room Loads 40 psf Pipe Partition 20 psf Wood: Corridor 80 psf Fb = Wind: 90 mph Exposure B Seismic: 725 psi Studs & Columns Spruce Pine Fir Stud Grade Ss = 51.1 S1 = 16.4 Importance Factor = 1 LVL's Site Class = C SDC = C Concrete: f" = 4000 psi Slab on Grade f" = 3000 psi Footings fc = 3000 psi Grout Masonry: fm= 1500 psi Comments: Steel: F = 50000 psi ASTM A992 Structural Shapes F = 46000 psi Structural Tubes FY = 60000 psi Reinforcing F = 35000 psi Pipe F = 36000 psi ASTM A36 Misc. Plates, Angles, etc. Wood: Fb = 2400 psi Glulam Beams (Douglas Fir or Southern Pine) F c = 725 psi Studs & Columns Spruce Pine Fir Stud Grade Fb = 875 psi Headers etc. Spruce Pine Fir No. 2 Fb = 2400 psi LVL's Soil Bearing: q = 7300 psf Geotech Report #2.0400.0788 by Harper- Leavitt Engineering, Inc., Dated April 7, 2004 Frost Depth: D = 36 " per soil report Americlnn Rexburg, Idaho 1.0 Snow: P = 0.7C I P C = 1.00 Table 1608.3.1 Snow Exposure Factor C t = 1.00 Table 1608.3.2 Thermal Factor I = 1.00 Table 1604.5 Importance Factor for Snow P = 50 psf Pf = 35 psf (Calculated) Minimum values of P 7, Sec 7.3, 7.3.4) Answer (Y or N) Monoslope roof slope < 15 deg? = N Hip /Gable roof slope < ( 70AN) + 0.5 = N Curved roof slope from eave to crown < 10 deg? = N P = I P Where P < 20 psf P = 20 I, Where P > 20 psf P = 0 psf (Minimum) Engineer Discretion Minimum P = 30 psf (Minimum) Rain on Snow Surcharge (ASCE 7, Sec 7.10) Answer (Y or N) Roof Slope <'/2 in /ft? (Y or N) = N Surcharge prior to any reduction = 0 psf Reduction due to Exceeding Minimum = 0 psf Sucharge = 0 psf P = 35 psf (Used) G it`l o _ �.gUQC�. ext. 32N G i - ifl Pocatailo M rnim I Nv,la Fiauniaia fiom< MlssouVa, Ns1t ! M s owa, Mf � i IA 5[nn' tE StGll 7i S[m la/ ?ice (steard Alone - T+:el'rfaf: iceurd Alen, 1 "wl Falls In tIi t t tt - ed 9a se lair z a BcLe 5abnon - at 1 ll, U1: t, ci�n "eon ROIb a3s ;7i, 3 9 45 ri. r3J M r,2a6 i.fle di 444 325, 42u i93 2 "4 726 Mll age - - 8etween 1:-10 A ne 395 1i9 264 444 brE 4 ~; G ratrLv 2dl 528 i11 3611 193 212 115 .r !rites L .tun 17b Jt4 .118 { ;i }, S 2 e. S t n Z35 }dg 337'.Sds 234 212 di late wuta hf7 art 168 248 1 x111 3rri 4i J,2' iw.n r„t!s 1,30 St9.S1u ��3a1 8b '114,24 U Iq _v 3Cf 46 K1.1: `.`. 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II S r 1 �_ -- _ ._ I C onsulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors '1'� L z'�norrf. c�sri�Lirt ` /�s� �� �j�S�� r� rte, �lv G�J� C = — R o d r Z 0 a 4 -<41 A- 1'77 --? 01" . oo-4e 04y G A10 s -- t Ai a I ' ,0 l? /; 4 1JI. r4 51— 51 ravas F AL _ zo�,s� DATE SHEET / f Q r G f /� / NUMBER DRAWN -( mot- / ENGI NEERING r OF _SHTS . CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374-4740 ■ Land Surveyors S 7q Aj 10 iv 1 T/ J 14 / W Z -- Y%4D / 1-1 //-% --e-- - ' Z-7 ZS " -.c-' 49 DATE SHEET NUMBER DRAWN <9 I-El ri DESIGN ENGINEERING OF-SHTS. CO T�--' Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors 4 . y .•r P}�. DATE SHEET DRAWN AV - 1 sot — I G -r' ° 1-7 NUMBER cN FENGINEERIN GoF _SHTS . ORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors �d l y � �rV o /C ve� r I lzS S c' F V �6� /Z r = (� s - ymo) DATE SHEET NUMBER DRAWN � L-- I q DESIGN ENGINEERING �,� - oF _SHTS . CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors /g6 7 / DATE DRAWN DESIGN SHEET NUMBER -- 51 J OF -SHTS. ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors i ')RAWN -= 1 Ow e y� fix - 733/ _... D P Sol" Ole Ac- ,Z rte" SHEET jA NUMBER FETNGINEERING OF_SHTS ORPORATION /is .1S .A rte" SHEET jA NUMBER FETNGINEERING OF_SHTS ORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors 73 . � =2.s z4tr V r =GS"o i o /G DATE SHEET I j i1 � NUMBER DRAWN a� L/-7 ; I I ENGINEERING OF _SHTS . CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors X1 4" / yo L q4 ZYCJV � r as- ,r DATE r,r� 4+ ✓ € ° / ,� SHEET NUMBER ENGINEERING OF _SHTS . CORPORATION DRAWN DES19N Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors t� / C2y\ J 3 / �� L�•�+Q- L4�/ T�4wJ g u� DATE SHEET DRAWN NUMBER DESIGN ENGINEERING oF _SHTS . CORPORATION 'ME-ME-ER DETAILED ANALYSIS )ad Q mb 11'. TO T-ML Length 47,00 A Max Shear Q163 H Location 9199 ft Min Shear -18.01 E Location 47.B9 Ft Max rumunt! 1 I oil 10 Location ! 47.00 V4 Min _u-me X-Ft Location = - 77757 it Mnv 4m.? 3 = A QQM i w% LOOMMOU : 9.00 ft T Max UnK Hn Deflected Shape unitg Check mat Calculated 3,q Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors loo j e, Gn �, Ib r 1, Tic yg � r--1 1 G —� z SHEET /j C 9 % NUMBER OF_SHTS. DATE DRAWN DE G� o 0 ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors Q ENGINEERING OF _SHTS . CORPORATION 5 0 F`rG _jod =a. as 7 = DATE SHEET �'► ✓�G �/ff� NUMBER DRAWN '' ENGINEERING OF _SHTS . CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors �m c V 71r /7 ! r s' fZa GAS4k c-) U �t Fj L �. - - j PT Gf its r7i?Gl � -er, 7:5 :77 6 l /lam ly is .P11 77 -, / !o r [DESIGN ATE SHEET RAWN w�2r 1 C- ' l 1 NUMBER !' ENGINEERING t'`��j OF _SHTS . 11111111 ORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors Go /Z' 7 r7 ass 1 tq se lo,�a - r DATE DRAWN rte � i'� �.,� � ✓ � b r - 5 w All = ;;i le 77 2s3Y 9 � m �S /L SHEET NUMBER 7 OF_SHTS. ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors - a DATE DRAWN 3 oQO — LS d = ; 8s'b 3s /S 375 v. 3g� 3q SHEET NUMBER 4* ENGINEERING OF _SHTS . CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors DATE (/-,, Y -�-) Q s� SHEET NUMBER DRAWN 241 / / M41 ENGINEERING `/,' oF _SHTS . CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors 7Z 1 DATE DRAWN DESIGN I SHEET NUMBER - Z 1 4 1 OF_SHTS. ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Mi l nneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors A yr= ,-/-- eq Z —o s-t DATE DRAWN - - '4 e --/ 1� - 1, ' r7 SHEET NUMBER 316 OF ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors i ire Al 197 3` e DATE DRAWN T44rC, � M SHEET NUMBER OF_SHTS. ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374-4740 ■ Land Surveyors UJI, ri cry, L I- b 6 t' -%.-- A A9 y l ost- , DATE SHEET NUMBER DRAWN IF L41' 7- )e 45 7, J— c l 6 q OGN ENGINEERING 1 1 OF—SHTS. C O R P O R A T I O N Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors LI) cs le- DATE SHEET R NUMBE DRAWN DE ISaN ENGINEERING � f OF_SHTS. CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors z 1 Ile IV 7� �O � Tfs G �c Ira I DATE DRAWN SHEET NUMBER - � O I I OF_SHTS. ENGINEERING CORPORATION Consulting Engineers ■ 621 Lilac Drive Noah, Minneapolis, MN 55422 (763) 545-9196 ■ Land Surveyors - 7. M V S- Z YS - ULU -Ul 1 0 - 7. M V S- Z YS - ULU -Ul Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545 -9196 ■ Land Surveyors �W — VCL �u l� M= 7Z D Cv S = r S � : 5 1 6 , x 2 zr n DATE SHEET NUMBER DRAWN I= DESIGN ENGINEERING CORPORATION OF _ SHTS. LIMI-U 1 Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors P r'--dr44 e. 410 gyp-{ 4 / /1-1 Ai ¢c . d srr &--I 4q ✓ �rt'r `� --:5t =4 Q L? 0 pS-r I € DATE SHEET NUMBER ENGINEERING OF _SHTS . CORPORATION DRAWN D �' Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors -- / - ;T-77 s s,-,1� s� �L 7 Z P s-/- XP - � .100 /oqj /� /?g-- auJ e a ` �/oti/ �sQ 2 yG Z3 / h, F 3S @ /Z o, G-. = Z,Cl ���`a• DATE .. SHEET NUMBER q, FENGINEE RI NG OF_SHTS ORPORATION DRAWN !J G, D s! ,z . • 4-- 2 1 -1 a S.Z� = S JI-i-ii-11 -6 - d � cc C- -1 3 1 0-f f A7 Af Y 3 v 4j 1 2- Un - + R—L-EL a Ly L—L—, I BE.& 1- -L —A Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors Cip chi — 7e." Ir eax DATE DRAWN SIGN )�' F= 3 s rik/1, SC- PS SHEET to ,f✓ A *v v NUMBER OF_SHTS. ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors =�-sy z P Ste- � ^ �r o •-.-� L ��5 U4- =z rdlt DATE SHEET / , NUMBER DRAWN D GN FENGEERING IN OF_SHTS . ORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors 1.40 ZX CZ la� re. s car— �7"d�i 'OJ ��- �►so Z IV ca t� O -r =r 2- - - - ZO t , If to I W = (16 lz8 I F W -= �I OO�I DATE DRAWN 4 �v SHEET NUMBER 11 ENGINEERING OF_SHTS CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors 7 �0,7 o,, DATE DRAWN V4 G jroo /-/ hw'�-C-e—Ala SHEET NUMBER 'VT FE NGINEERING OF _SHTS . ORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors Lo LL 7 ; ,4 0 r aQ ✓ S = v4 Z z , 1 mod. ' hfQ i ,.A A/P 7 S{ � =GII e� =-'4ts G /, a t A = DATE SHEET NUMBER DRAWN DE �� OF_SHTS. ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors 1 " = 1 DATE SHEET NUMBER oF_SHTS. 17!7 DRAWN GN Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors C o l G! °- C 7 ,14 -117 33' 01 Z- xz� V8 3S4d` ->„ DATE // SHEET NUMBER DRAWN Lob6 DESIGN OF_SHTS. ENGINEERING CORPORATION GOIc>.�/7S rF (S Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors Z'." /Zv 'f� r �9_- X 0 illmo- n y I 01 i GJl2 �x z i✓)2, x qD S =sz r �4 VIZu / W 12� x Zb It,; / x� /a DATE DRAWN .�; r7;; SHEET NUMBER q OF_SHTS. ENGINEERING CORPORATION tL iolo" y I 01 i GJl2 �x z i✓)2, x qD S =sz r �4 VIZu / W 12� x Zb It,; / x� /a DATE DRAWN .�; r7;; SHEET NUMBER q OF_SHTS. ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors Co /G/ r✓! 17 s , KL - 4 r� l e- xZ_ = 9' Q _ —,eq 16 -Z ��, S >c q" �aSo v r z DATE 4 SHEET DRAWN Q�l NUMBER ENGINEERING f/ oF _SHTS . CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors G oAl--r•7nS -- P-= V/ - � L = A 7- I y,G L 5 4 1 + 6'7-> = 2, DATE DRAWN y ;wtdr r GiJ /! 1,-, DESIGN 5 � �4e -- s_ - ?`I , /v / SHEET NUMBER q, ! 0 OF_SHTS. ENGINEERING CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors Zo as -7 S A w zl le Aw J A A _ �S'3gPx 7- N r' V '/ ) a l � , 5 s lyo r�d — DATE SHEET / NUMBER DRAWN .. c7 ni on DESIGN ENGINEERING of -SHTS. CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors l _ Am 0�Z-z9� > rlfti v DATE DRAWN yr i A SHEET NUMBER ENGINEERING OF _SHTS . CORPORATION Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors ze - 3z GI �7 2y� ✓y _ . f_. #— -9� ow4o- AT / \\Y _ = Z EN y� -?� _ // Ft = Z uCbr�s G J, is F lb X ' Ord 7::� V �e DATE DRAWN �f� � %� X v l •, se¢ 4. r DESIGN %�. (17 csscI— as i �1 SHEET NUMBER ENGINEERING OF _SHTS . CORPORATION r Consulting Engineers ■ 2815 Wayzata Blvd., Minneapolis, MN 55405 (612) 374 -4740 ■ Land Surveyors ZIX — CP G o %, .-» n 5 r �� Lc ;k rJ i X50 /L �V 14 A X4 >7� f� LES SHEET NUMBER N 4:z:1 L h; N ENGINEERING oF _SHTS . COR PORATION Rooms: Roof Dead Load Shingles 3 psf Felt 1 psf 1/2" Sheathing 2 psf Trusses 5 psf Insulation 2 psf Gyp. Brd. 5 psf Misc. 2 psf 20 psf Live Load Total Snow 35 psf + Drifting 55 psf Floor Dead Load Plank 57 psf 3/4" Gyp Topping 7 psf Misc. 1 psf 65 psf Live Load Occupancy Room 40 psf Partition 20 psf Total 60 125 psf Total Corridor 80 psf 145 psf Wall (Masonry) Dead Load 8" CMU 50 psf Foam Fill 15 psf Gyp Bd 5 psf Misc 2 psf Total 72 psf 72 psf Wall (Stud) Dead Load Total Studs, Sheathing, etc. 8 psf 8 psf Americinn Rooms Suites 2.0 Rooms: Upper Level Load Bearing Stud Walls • Trusses Bear on Stud Walls • Stud Walls Bear on Plank • Plank Distributes Load to Masonry bearing walls. • Note: No drifting on Room Roof Roof Load Dead 20 psf Snow 35 psf Wind 0 psf Uplift Overall Width of Room Unit 52.25 ft Corridor Width 5.3333 ft Room Width 23.46 ft Tributary Area / ft Int. Stud Wall 14.4 ft Governs Tributary Area / ft Ext. Stud Wall 11.73 ft D S W Load to top of Stud Wall 290 640 0 plf Stud Wall Weight 64 0 0 plf Total 354 640 0 plf Total Dead + Snow = 994 Use: 1000 plf O.S. Walls 1000 plf I.S. Walls Americlnn Rooms Suites 2.1 Rooms: Upper Level Load Bearing Stud Walls Cont'd Check Stud Wall: 162 psi F� = Compression: F eEx = 1182 psi fb. = 270 psi D D +S D +S +W 0.04+ Load = 290 1000 1000 plf Stud Spacing = 16 16 16 in. o.c. Load per Stud = 387 1333 1333 # 2 X 6 Stud 8'- 0" High Fully braced by sheathing Stud Height = 8 ft Width = 1.5 in Depth = 5.5 in Area = 8.25 in f a = 47 162 162 psi F' = 555 664 809 psi 0. K. O.K. 0. K. Bending: Shear: Wind Load = 16 psf O.K. by inspection Stud Spacing = 16 in Stud w = 21.3 plf M = 170 ft-# S = 7.56 in fb = 270 psi Fb = 1242 psi 0. K. Combined Bending and Axial Load (f / F ) + [1/(1 -f. / F CEA * (f / F bX) < 1.0 f� = 162 psi F� = 809 psi F eEx = 1182 psi fb. = 270 psi FbX = 1242 psi 0.04+ 0.252 = 0.292 O. K. Americlnn Rooms Suites 2.2 Rooms: Upper Level Load Bearing Stud Walls Cont'd Truss Bearing on top plate: D D +S Load = 290 1000 plf Truss Sp = 24 24 in o.c. Load per Truss = 580 2000 # Brg Area = 8.25 8.25 in fb = 70 242 psi Fbr (Perpendicular) = Fc(Perp) CM Ct Ci Fbr (Perpendicular) = 425 425 psi O.K. O.K. Top Plate Bearing on Stud Note: Truss Bearing will govern when truss spacing is larger than stud spacing. In both situations, bearing perpendicular to the grain controls. 3 - 2" X 12" Window Header Span = Load = M= Num of Members = Width = Depth = 1= S= f b = F b = Eft 1000 plf 4500 ft - # 3 1.5 in 11.25 in 534 in 95 in V= 3000 # 568 psi f„ = 89 psi 1006 psi F„ = 80.5 psi O.K. N.G. 10% Over, but if fv at d from face = 60 psi. Therefore, o.k. Defl = 0.05956849 in => L / 1344 Americlnn Rooms Suites 2.3 3 -1 3/4" X 9 1/4" LVL Header over entrance to Elev /Stair area Span = 7 ft Load = 1000 plf M = 6125 ft - # V= 3835 # Num of Members = 3 Width = 1.75 in Depth = 9.25 in I = 346 in S = 75 in' fb = 980 psi f„ = 118 psi Fb = 2400 psi F, = 285 psi O.K. O.K. Defl = 0.160753 in => L / 573 2- 2"X8 Span = Load = M= Num of Members = Width = Depth = 1= S= f = F = Header room Doors 3.3333 ft 1000 plf 1389 ft - # V= 1062 2 1.5 in 7.25 in 95 in 26 in 641 psi f„ = 73 1006 psi F„ = 80.5 O.K. O. K. Defl = 0.043451 in => L / 1106 Americlnn Rooms Suites 2.4 Rooms: Plank & Headers Plank: Plank Superimposed Load: Rooms = 60 psf Corridors = 80 psf Max Plank Span = 16 ft Line Load From Stud Wall = 1000 plf Assume Distributed to U -0 Width of Plank 167 psf Total Load to Plank = 247 psf See Flexicore Plank Data Americlnn Rooms Suites 2.17 Rooms: Plank & Headers Cont'd Plank Headers over Corridor Span = 6.83 ft Load From Plank in Corridor Dead = 65 psf Live = 80 psf Total = 145 psf Tributary Width = 14 16.5 ft Load to Header = 2030 2392.5 plf V = 6.9 8.2 kip M = 11.8 - 14 ft kip Vert Leg Horiz Leg Thickness Vert Leg Horiz Leg Thickness 2 L's 6 4 0.375 2 L's 7 4 0.375 A„ = 4.5 5.25 in N.A. = 1.94 2.37 in I = 26.94 41.12 in => 0.4F = 14.4 ksi SXbtm = 13.89 17.35 in S top = 6.64 8.88 in => 0.6F = 21.6 ksi Shear f„ = 1.53 1.56 ksi 0. K. O.K. Bending f = 21.33 18.92 ksi O. K. O. K. Deflection Defl Tot= 0.127 0.098 in 1/600 = 0.137 in 1/360 = 0.228 in Defl Live = 0.07 0.046 in 1/240 = 0.342 in Bearing 8 x 8 brg area f br = 108 128 psi F br = 375 375 psi O.K.1 O.K. Americlnn Rooms Suites 2.27 Rooms: Masonry /Stud wall at Stairwell Wind Load = 20 psf Span = 8 ft M= Try As = b= d= rho = n= k= j = 160 ft-# 1920 in-# 1 -#5 @ 48 in o.c. 0.31 48 3.8125 ).001694 18.125 0.219 kd= 0.835 in 0.927 fs= 7010 psi Fs= - 19200 psi fm= 108 psi Fm= 500 psi Rooms: Bond beam at top of masonry at Stairwell W = "I /J.J4 plr Span = 13.5 ft M = 3949 ft-# 47388 in-# 16 "x8" Bond Beam 2 - #5 I. S. Face 2 - #5 0. S. Face As = 0.62 b= 24 d= 5.5625 rho= 0.004644 n= 18.125 k = 0.335 kd= 1.863 in j = 0.888 fs = 15474 psi Fs= 19200 psi fm = 429 psi Fm = 500 psi Americlnn Rooms Suites 2.18 Rooms: Masonry Footings Loads: Header Point Loads = Stud Brg Wall = Angle of Load Distribution From Top to Bottom = Stories = Load to Footina due to Uniform Loadina = 6.9 8.2 kips 14 16 kips 30 deg 3 5516 6016 plf Load to Footina due to Headers Load Height From top of Footing = Load Distribution Length = Line Load = Load to Footina due to Stud Wall Load Height From top of Footing= Load Distribution Length at Footing = Line Load = 18.167 9.500 10.489 5.485 658 1258 18.167 10.489 1335 18.167 ft 9.500 ft 10.489 ft 5.485 ft 782 plf 1495 plf 18.167 ft 10.489 ft 1525 plf Total Load to Footing = 8767 9818 plf Allowable Soil Pressure B req'd B req'd 3000 Span 14' Span 16' Floors 2.28 2.55 Dead 910 1040 plf Live 840 960 plf 8' -0 Wall Dead 576 576 plf Total = 2326 2576 plf Each Floor 4' -0 Wall (Grade to Footing) Dead 288 288 plf Below Grade Loads: Header Point Loads = Stud Brg Wall = Angle of Load Distribution From Top to Bottom = Stories = Load to Footina due to Uniform Loadina = 6.9 8.2 kips 14 16 kips 30 deg 3 5516 6016 plf Load to Footina due to Headers Load Height From top of Footing = Load Distribution Length = Line Load = Load to Footina due to Stud Wall Load Height From top of Footing= Load Distribution Length at Footing = Line Load = 18.167 9.500 10.489 5.485 658 1258 18.167 10.489 1335 18.167 ft 9.500 ft 10.489 ft 5.485 ft 782 plf 1495 plf 18.167 ft 10.489 ft 1525 plf Total Load to Footing = 8767 9818 plf Allowable Soil Pressure B req'd B req'd 3000 3.08 3.44 4000 2.28 2.55 5000 1.81 2.02 6000 1.5 1.68 7000 1.28 1.43 3rd Level 2nd Level 3rd Level 2nd Level Americlnn Rooms Suites 2.20 Lobby: Roof Dead Load Shingles 3 psf Felt 1 psf 1/2" Sheathing 2 psf Joists 5 psf Insulation 2 psf Gyp. Brd. 5 psf Misc. 2 psf 20 psf Live Load Total Snow 35 psf + Drifting 55 psf Floor Dead Load Plank 57 psf 3/4" Gyp Topping 7 psf Misc. 1 psf 65 psf Live Load Occupancy Room 40 psf Partition 20 psf Total 60 125 psf Total Corridor 80 psf 145 psf Wall (Masonry) Dead Load 8" CMU 50 psf Foam Fill 15 psf Gyp Bd 5 psf Misc 2 psf Total 72 psf 1 72 psf Wall (Stud) Dead Load Total Studs, Sheathing, etc. 16 psf I 16 psf • Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545 -9196 ■ Land Surveyors ay ID =4110�- •�ti m Vr a. ?s" h = °v 30 5w 9z'gq, 2x YX iy p- r (V �, 3So tiSd �260�� s y_ In 'ow -K 5 DATE DRAWN DESIGN (CLULA-1-7) 3 -ti -Tr 50&�� - M C& If v = 1.77 5 V ; 36 3x12 5'3.3 SHEET NUMBER ENGINEERING CORPORATION OF _ SHTS. • Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545 -9196 ■ Land Surveyors s = y90 Z SD H20. D= •� Y$ 5-7, IWO N DATE SHEET NUMBER x DRAWN ENGINEERING CORPORATION DESIGN OF_ SHTS. Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545-9196 ■ Land Surveyors ( N _ � qt' A j DATE SHEET NUMBER OF-SHTS. I I ENGINEERING CORPORATION I DRAWN DESIGN • Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545 -9196 ■ Land Surveyors q��U s� o trot su,o C5 qo 2. �4 V= 1(•5 raj -- coc.umw * � /. 2.1y DATE SHEET NUMBER =� i DRAWN ENGINEERING CORPORATION DESIGN OF _ SHTS. Consulting Engineers ■ V ,� 5 2� Y 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545 -9196 ■ Land Surveyors — TV - 'I C2) Oq W t yZ' GL UA" e L . ZN F vL4 F 2 Q Mir = 3G+ /•es - 37 8S PQ 3 pj -- -u Zv P.5 �' ✓ Zy� Sy = Zy8 -i^ DATE SHEET NUMBER OF_ SHTS. ENGINEERING CORPORATION DRAWN DESIGN • Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545 -9196 ■ Land Surveyors N DTE ', Ca— A-C;F�, i P—f- ,IsJn V. 11 1 -IL . \ c f 4�j "Ob oG P►'aP 5 � A IZEA or- Pon C3(7-Z �sg3P& z C - 72.} 150S�5 �n 5l°o 11 ALVf z DATE SHEET NUMBER It "" DRAWN ENGINEERING CORPORATION DESIGN OF_ SHTS. Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545 -9196 ■ Land Surveyors P7Z P OS -- 7 —L) SCE P11 X ?�o ' DPI t.,/ r--n w/ i2 — #"7's o -k2d P 6)A DATE SHEET NUMBER OF_ SHTS. M ENGINEERING CORPORATION DRAWN DESIGN Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545 -9196 ■ Land Surveyors �;A —rP,,s S- w M% C vx 2` � IZX ►� ^eo 5,, i✓ n � 2s I n-INMIN Id i --1 sioAa/uns PUPI ■ 9616 (EM ZM9 NW 'silodLauuiVy VON @A!J0 Ml!] 29 ■ sJOGul6u3 Ouillmoo 'SiHS NO IiVV OdU 03 UNIV33 RION I NEASM NMV8G )33evynN 133HS 31V(l Id i --1 sioAa/uns PUPI ■ 9616 (EM ZM9 NW 'silodLauuiVy VON @A!J0 Ml!] 29 ■ sJOGul6u3 Ouillmoo X Loads: BLC 2, LW Resuks for LC 3, D.L Reectlon units ere k end k•4 Clark Engineering Corporation Apr 28, 2004 at 10:32 AM Mtg Room Beam.r3d Footings for Rexburg, ID, Americlnn 7000 psf soil brg 36 " frost protection Sq. Dim Thickness # Bars Bar Size ASB Capacity 3 14 4 5 6825 61.4 kips 3.5 16 4 5 6800 83.3 kips 4 16 4 5 6800 108.8 kips 4.5 16 8 4 6800 137.7 kips 5 18 7 5 6775 169.4 kips 5.5 20 6 6 6750 204.2 kips 6 22 7 6 6725 242.1 kips 6.5 24 6 7 6700 283.1 kips 7 24 7 7 6700 328.3 kips 7.5 26 6 8 6675 375.5 kips 8 28 7 8 6650 425.6 kips 8.5 30 10 7 6625 478.7 kips 9 30 7 9 6625 536.6 kips 9.5 32 12 7 6600 595.7 kips 10 34 8 9 6575 657.5 kips 10.5 34 9 9 6575 724.9 kips 11 36 10 9 6550 792.6 kips 11.5 38 11 9 6525 862.9 kips 12 40 9 10 6500 936.0 kips Base Plates Dimension Sq TS 4 0.75 "PL = >f Sq BP 10 1.00 "PL = >f n = 3.2 Dimension Sq TS 5 0.75 "PL = >f Sq BP 12 1.00 " PL => f = n = 3.75 Dimension Sq TS 6 0.75 " PL => f = Sq BP 12 1.00 "PL = >f n = 3.3 494 psi => P< 49.4 kips 879 psi => P< 88.0 kips 360 psi => P< 51.8 kips 640 psi => P< 92.0 kips 465 psi => P< 67.0 kips 826 psi => P< 119.0 kips Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545 -9196 ■ Land Surveyors rla IZODf- Zb pq Ps ? S� CLJ = 7 e u�Urt�.r� 53 PooF (j DTF � 55, 7`; ) _ k rvf 5 Z (53) 50s = . L101 Sti - , I? 1 QA, 11t d ,D 4VT ?S z3. ?3' � -7 � _ - MR's W 1 I hops Fb2t -'aT k? 11 � 5 S V - I jr _ Cs �d X02 f 10 "(0rtr- "'�- DATE SHEET NUMBER DRAWN DESIGN ENGINEERING CORPORATION OF _ SHTS. . 4 J 3 J ,� �3 �i Z 10 $ti ZIS w ;.4VD fit. .17GS . n 3� mil. ►a ) k- �� /�i ` �-� r �+ SDI � Consulting Engineers ■ 621 Lilac Drive North, Minneapolis, MN 55422 (763) 545-9196 ■ Land Surveyors ' -Iwf L- �� a lterr 1417 '7 Lo fl -f - H. Iry DATE SHEET NUMBER ENGINEERING CORPORATION DRAWN DESIGN I OF—SHTS. I I— CEC-01 U FIRST FLOOR PLAN PARTITION SCHEDULE "CAR - 12 EF ULM05 4 1 HOUR - REF UL II R.O. 512E DES �rZlr T ON ocr. yarn uer D°..E_4 n +x, ewss M 5-O x -0 ALUM. 5L IPLR w/ INSUL 6LAS5 l - A ItC &'iEAY. A�m _ 6-O x 4-0 1 ALUM. IPUR W !Nsl:. 6LA35 Q CY° BD. APR. CONG. 5LOIX N/ ADHESIV -. L 519' TYPE X' 6 BD.: r--IJR 2 TO PLIRRIN6 CFIANUL N/;'tltl� ZOOM D'5H tHMLE FOR tOCATION5. ! ,p v it s ' LP DRILLIN5, SELL° TAFFIFG, 5Tffi SCREW5 6 12° OL. +s51 -E, _ 1 ALUM. FI} w( INLiL. 6LA55 I ABM. FIX 'r/ I "SL 6.AS -SEA- Sr`-LON ACM. FI,'¢D HI IN °. -U 6LA55 r 2. 5r8' T 6 :z' 6Y�. 5D. mc4lp v 10 5'LJ5 N ! 1/4 NG - GO B YJT-i F ;I VA! L:,YT TH,Ci:hY'S5 9 -C x 4� �! DIAMOND SLAP-- D0.a.E LEEAD PHI ?5 ,'-AD 5CR--' 1S SPA -M 0 12' P.G. O F 516 ?` kN1; F 39 � f3�YiN•SN'J ,' CCK E E d y I ' 4 2 ' A ' O"'M LAYM 5/ i' 6tP. W. ® T e LA6AT1016 IL: BED OF MORTAR, 5;'fi° 7HICY, VERTICAL :JP n H.M. wi RAro 14 -M, PKAIME I HR, FIR- Ptaar 11 I &I -A55, NII COW : � 0 6-2' A.FF. 6.- .°-7J. AkkiNltib 80NP,, '{ 5. V2'.R5)LIV FUcRINO GNA!etL 5PA:ED 6 24 O.G. >A4! Flii ALL VE12'^GAL LY. fi ANEE PORTION ATTAG'IED' TO ONE SIDE OF CORES 5- JD K 1 1/4° DIAM01 -5 tWErl POINT, VOi!°LE LAD I yy PHU1.1P5 FEAD ST SV;Eye o 12° C.G. a 4. 501AFii ATT.- ATION HLANIZT5. S. 2X4 OR 2X6 N00D SUDS SPACE) 6 16' OL. O UR - REF uL�;r�3s (pA 2x4 OR 2xb SIN'.=- TOP FLATD 51N6L.E BOTTOM PLATE (FIRST FLOOR S i - AN N- MATL FLOORS) EJI 65. 2X4 OR 2X McLE "OP P-ATf AND 5;ML` BOTTOM J � - 3 B ! PLATE ,"UPPER IM FLOOR) ° TYPE 'X . GYP. W. 5EC,Rzp TO STUD M, I !/4" TYF�- N . 5GR:N5 SPACED 0 IV O.G. T, X TAM AND COI-FOU ^v UER LAYER 5/9 6w, BD. 9 TUB Lc--ATIoh'S b. ACCOUSTIGAL SEALANT ;4 OR 2Xb O.W 5:'ID5 5PAGED W W O.G. NOTE: , A OR 2x6 SINGLE TOP PLATE AND 5(N6L E 90T TOM 5EAI. AMP F!REBLCCK WALLS A5 INDICATED ON 54MT T2 IFiRST FLOOR d !NTERN- ^(ATE r:OOR5) X4 OR 2X6 DOUBLE TOP PLATE A o 51N6LE Eci TOM 0,1-1-R . AST FLOOR) vT TA FE 6 CONO'O.1!!D d I WINDOW SCHEDULE 4 TYFE R.O. 512E DES �rZlr T ON ocr. yarn uer D°..E_4 n +x, ewss M 5-O x -0 ALUM. 5L IPLR w/ INSUL 6LAS5 l - A ItC &'iEAY. A�m _ 6-O x 4-0 1 ALUM. IPUR W !Nsl:. 6LA35 Q r) NOT 4-0 x 4-0 t ALUM. VER A/ I -UL. 6 LA 55 — ! ,p v it s >n ��L 5.4 x 5-4 5-O z VA R'.ES 10 -1 x 5-6 _ 1 ALUM. FI} w( INLiL. 6LA55 I ABM. FIX 'r/ I "SL 6.AS -SEA- Sr`-LON ACM. FI,'¢D HI IN °. -U 6LA55 u , r6 I 9 -C x 4� fWJM SLIDER rJ IN&IL. 6LA55 -GT¢, UNIT OFERAi?LE r NOT U5 I ' H.M. wi RAro 14 -M, PKAIME I HR, FIR- Ptaar 11 I &I -A55, NII COW : � 0 6-2' A.FF. 5�VER W I`LS'JL. 6LA55 -G71R UNIT OF ERADLE . J J2 ry v C S LI mz I, L 5b' I. I. 5' -0' L AL'AL T a3C BREAK FRAM 2.5 A?O✓ S1105 k c O.C. FIFE FiRE EXTIN605HER CABINET E 4 T:+°, e�xr.:r�n �n.r IIIETA.l�i.:91?21 ocr. yarn uer D°..E_4 n +x, ewss M r !rw... w ARCO. AL'M IE+f>L l - A ItC &'iEAY. A�m 4 Aso �� R ExT 1W,k w+rc 715.f. I' ;!gy 6L.ti°5IN ABU. ,ALAN tFERnWL fi.Z�_AC iRA1� LEM tYE(i f95'6! �,x� ALAS ADM fRA^L"i E F TL"H N2 , VW � 44. NOTES INSTALL A 516N5 PER ADA �DELIh�S .NF$RE TH3cC- 1$ 40 KfiLL 5PAGE TO Tit- LATG15(DE Of Th£ DOOR, INUMIN6 AT DOJSLE! =-- ,= DOORS, 5161`5 5eALL BE PLACED ON T1i_ NEAR--T AD L-VtNT WALL. WLU- IN6 i-v&hT 5tiALL BE 60 INCHES 65251^.M) A50VE THE FINISH FLOOR TO THE CEM;E.RLtW OF T!Z 516N. N;M '?N6 LOCATION FOR 3iCti Si6NA6E SHALL BE 50 THAT A FOR-" M 4( APPROACH N THIN' JWA�.!96 OF 516NASE NITHOJT FROTR•'DIN* 05 -C415 OR STANDING WITHIN'Ne SWING OF A DCOR' \ 516N DETAIL " t - Q , ur = r -o^ c ^£ m z o IL �.... rr 0 LU REXBURG IDAHO o E L o E O � T� = O m o s .2 C E C 0E -5 d n a .. z 'a�sv a s Go u N — j O m3 pS� u vV) _ 0 %v 0 0 0 E m� o rn o E m L " d —0941 HO a v ,,- y 1 �`3r+ �l� F GArt 03/29/04 SCALE 3/32' -t' -Ox DRAWING FIRST FLOOR PLAN SHEET N0. F a IT-e 14'-0' 14' -01 =,b° 24- T 2 I'D - T AI I 1 XIT 5-1 -,NIT N Gq LNIT 0-1 2 = 1 0 b. Typ. g ; r NIT 5 b. fill 1 0. 2 (,NIT & 2 = 1 UNIT EI-I UNIT B-) UNIT P TYP 'NIT B T-4� 2=1 Typ.. tEl -4 1 14 - — - — - — - — - — -- A UNIT 5 Ib FACE OR TO FADE Or r WRR Q j 23 o. Ak UNIT B 1),- A =2b (j) 5EC,0ND FLOOR PLAN 6 NOTE; s-- h 1 AI.I X7.4 AND A FV ENLARGED UNIT PLAN-5 UNIT 5 LINI-, B HIT K 5d • MIZE DOOR SCHEDULE 1 ocop Doo �RAM lMA7'L -TY F-I RE FIN15H I REMAR<5 A-M. D2 j ALIM. I F-7 !,WTEEHF�, CLEAP 15LA56 5 -- i I - I P2 I 1 1 rb I Poo" RELE 45E z. i� I &-O!A 1 1' IN5`11L, TEMR, ...._AR, SLR (,0 mlN. FR�-'N. -o 1 3/4 F, 1 0 MIN, PTZ-- C-5 I i5-' DETAIL OIA72 - ER S IZE I m T KD I F1 Prr N' I .R 01 3-0 x �O 1 3/4 YV FZ Di Hm -4E - 4' HEA-� x vo ot 60 .IN PRCFfN- i C-:21 5X20 U7:,.:/4'�NIRE 6LA--S 3/4 fim -14 'To <Z� FI i 6'a I-"!N. -5 INw- 2aA 5-0 x 6 -8 x 3/4 DI I KZ7 I 60 MI'•+ 1 FAJIITEZI r,-2oA 1 5C MIN &-OliA I Pi I,-, F-vem FAIN •=- 6 ! 70 7 • PREF 5-22 COrr.C�. FRA� s HRr, qFPL!ER - .2 : 4' PXNI 5-04 !Neo-ATED , I"D IN. 24A 2-f-2-6 .13/1 1 AD 13 !:G rq bo FIZ:�:=RN� I C,-- I - RAMF 4" - M:; N. PRE F -TO 2-0 1 3/4 1 CEa;'AR tt r 2 5 CALED �RE SUF��I FREFiN. C-OIA FPAME - 0 - ?'-4'; 4' I4-=AV SPE E;ETAI-' !4Abj STAlf A Vd zo (L 0 z 0 :73 u- LIJ a: CL 2 REXBURG IDAHO OE - 5 - 6 o E ' F... E-:5 z �S t E T Lo 0 E o aww 'S ACA 3/32 0PA'M'4G SECOND FLOOR PLAN Al. I Of Ht V5 (,0 mlN. FR�-'N. FP-A,-, TO 4' 6-3 5X20 LiTE, t/4" J`qIR--GL.Ae5 S IZE I m T 'FE FE .R 01 I 1 1 REMAIR K5 1 F2 1 60 .IN PRCFfN- i C-:21 5X20 U7:,.:/4'�NIRE 6LA--S 25 1 �-O . 6-a 1 k\V V5 <Z� FI i 6'a I-"!N. PREPIK 2aA 5-0 x 6 -8 x :;5 Kv I F! 1 5C MIN 255 3-2 . 7-2 . i 374 I'D Pi I,-, F-vem 60 IN PREF 5-22 COrr.C�. FRA� s HRr, qFPL!ER - 24 3-0 . 151— , I"D IN. 24A 2-f-2-6 .13/1 1 AD V! !:G rq bo FIZ:�:=RN� I C,-- I 2:23 f 3-0.x C-b x 3/4 i ?o 2-0 1 3/4 1 KL- SPE E;ETAI-' !4Abj 5-Ox 6 -8 x 1 314 i�v 202A-=" �-O x 6-1 x i3/4 i_—W D ri <D 171 Ivv F1 -0 I41N. - �-J=TtN. I .5-Ob SE!:�!�7AJL;/A6J 2025 -2G45; MAM= OFEMP, 5E E� ETA!'- ;/Ae 1 -2 -L5/4 0 e, -3 ! -T B-0 6 - D 5,* 5 -2 2 C007V FKAYU 4 HRMNR A1BLtV al��L�`ER T 3 ' 0 -EAr AN <..•-0.. 2 -4 6-a x, a /41 j _ vo r I -a x I I E --.F I A' I � 1 - i�' I C-;aA FROVDE �K i2, E" -P� �L—P- 5Ls:, -1 STAlf A Vd zo (L 0 z 0 :73 u- LIJ a: CL 2 REXBURG IDAHO OE - 5 - 6 o E ' F... E-:5 z �S t E T Lo 0 E o aww 'S ACA 3/32 0PA'M'4G SECOND FLOOR PLAN Al. I Of Ht V5 (,0 mlN. FR�-'N. FP-A,-, TO 4' 6-3 5X20 LiTE, t/4" J`qIR--GL.Ae5 P5 F; 1 4,4. M!:FiN, F2 1 -�tl =1 �E FOT�!C= SLA f0 53 A 6 3/4 1 �V, I Vj -M - -2(t . �10 .0 MIN. -ZF'N. - 1 c 8 nti F, PAi,-,0 1 " P`REFI� 1 �-04 i i) 1 5X20 LIT,- 6-5 3 4 1 F; (10 h. 45-2i !�K20 iW 6 Ss� 5 / 4 t I"D c ZAtE TO �114_ bo FIZ:�:=RN� L,TZ moR�� j LA 2-0 1 3/4 1 ?ND PAtKT= 6-20A KTE' _I- . �- 3�4 HM I "'m .-04 ty- i �/4 -3 I't> MAM= OFEMP, 5E E� ETA!'- ;/Ae 1 -2 -L5/4 0 e, -3 ! -T "R IN. 5 -2 2 C007V FKAYU 4 HRMNR A1BLtV al��L�`ER I I-r, 'I . 6-5 g I �/4 � ,o Pi Kt:> F1 x I I E --.F I A' I � 1 - i�' I fla M a -15 i5 5X20 LIT , i/ 4" 9;- A'- tZO ; KC� I f 1 - T , 6 0 m 114, FFZEFtN C I H q-A-Z5 3 - C � &-a x 5/4 j a- I �v 5., I�z vc .0 mN -R,-=F�N, 60 FRER;N. 5-08A AE3BREVIATfON� ep,'P Exp/T /P N T EL; G?T TILe TEX FAINT RR -RI-LIZ ROCK - SEA-- :20 Mi.N. I FRE�;N. --AGCIjC-ICAL,-,F -I`0E P P ANE ,0 01--NiNis, "zi: TAFED 'A &-a P; �,v 20 �111 N. PREFiN, I 6 SEE PZ�TAIL i/A6.1 D FiLXJjv§-.D CONIC. -�OA;�V 6�� 3Lc<X 'FT -"\"- 3LK, 5E, L!ZD B/P -W. TEO -T!LZ- 5Arii`rzR BOARD -syf :11:�. FAiNIMM v -(.;YP� f3D. I/- -/INYL COATED -&LA. 5 VCT -V!Nr 1 -0M.. TLI- 5-0.1 VAI, -VIWL AAI-'- COvER;N6 AD -Acol- r 60 MiN FRa-IN. r-12 I F.rZAME T 0 T-4" 4' PIEAD < -<MICK Z' on -111-�,Amz iU� G? G1= PCWT -PRE�AT M-ANK5, VV STAlf A Vd zo (L 0 z 0 :73 u- LIJ a: CL 2 REXBURG IDAHO OE - 5 - 6 o E ' F... E-:5 z �S t E T Lo 0 E o aww 'S ACA 3/32 0PA'M'4G SECOND FLOOR PLAN Al. I Of AQV 0 ROOM FINISH SCHEDULE RAJ NAME rLCOR PLCOR EASE AALL,5 CL6, cl_r, REMARKS 1;Zm. NO, RM. WANE o,,,, OR BASE !HALLS CIL&. I r L 6. REMARKS — t� �,L rIN!5H FIN.5H i MATL HE *HT MATL I PtNltiti .FINISH j MATT. i HEI&4T 'E5TIBIJILE I CONE CT-2 I tCKjEYR1!2�L SRI PI _V�ET ED- 2:? CORR, - pop, Pel..r r PT-rI m &W VAUL'tV C+,AdR RAIL *N�" A. F.F. P-2 ABOVE CHAIR RAIL/P-3 .055 COIN" rp ; m 165"r/F-2; 5LOPEP CHAIR RAIL a 34" A.F.F. GONG 0 •1 -2 4 1:,T_i 4 1 'RAIL ' PCIT C vc &B/Tir- ArT-I CHAIR RA;L 0 54' A.F F. ,RFAr,'AST r I`TlrD_ lZ -2 W/url-i SLOPED CHAIR 0 5 A.rjF- Z lu 25 CORRIDOR 1-4 F_2 ABOVE CHAIR BELOW .OR I C4NC CPTIFD 1 PC sB/-, CHAI RAIL @ A.P p_;l ABOVE rflAIP. RAILV3 EELOVi 24 STORAGE PCIT vc C15/1-4 L CZIP-4 5 4 _ BEDROOM OM Pr/r C CPT 6f31TA--5 irx-rrm-5 6-0 VWACT 0 UNIT SPAB-DETA!L 54 AL UM. 6RD ANV HANG-- a SPA ,TOR AGE V-2 65/P-4 6131-4 6-45/4 SEE DETAI ! .O/A'T.2 -SVIN6 1 cow_ CT-2 I CT-2 65/T/F-:2 ACT-I l 7-4 202-=41 ppp UNIT 13ATHROOMS PCIT CT-I CT-a 6T_. 4 6B/P-4 l/C/ACT-:j AU-t &RID AND HANSER5 .1 A4aJ5T!CAi_ BA77 5 ABOVE ACT rT-3 mary rT-4 ArcE:w U:6,;5' RATION PIC 6113prIr_2 ACT-! V-2 65VVP-4! A-T-1 7-4 AVNDRY CONC I V 6B/P-4 I EXP/P-4 1 5-0 �REAK.' -AST! cow, "CT- 'ICT_ _.2 C -E�FRP IlIr - T -4 A� ALUM. C -V HANOMR5 OLL". CCINC t CIT-2 I GT -2 C s r5m I I- VCIAC2 1-4 ALUM. &RID AND HAN&0; 0OPMENT STORAet CCONINbc t Y GT -I V-2_ j 6B/P-4 I EXP)--4 CPT/PD Cr- 05/1-4 t Z!Xr/P-4 OLET C-1-3 'IT-- 4 vclll� T- 2211 -1-4 ALUM. 6RJD AND HAWOM5 GB /P-4 • rIELD/ CT-4 ACCENT c� ROOM GONG 1-5 GB 'L C54 - - - - � L 35 CORRIDOR PCl/T PC 65/T� I ca"UP-1 b-O CHAIR RAIL v 54'A.F.F. P -2 ABOVE CHAIR RAID -9 BE_'2!�_ ALWA C4 >NC YV po C EDAR -1 1 6!n;`AR — '7_0 DECK 54 15TORAxSE 1 1-2 65A'-4 6E 4 6-0 _ WOOD 5?PJG7L'R°.D CEILING A WNt CT-! CT-5 CT 1 1C/ACT-21 1--4 ALLM. cSRtV AND HANGERS • CT-5 FlMD/ rT-4 ACCENT LL. 55 505-524 VE JlQT EYEDRO01 PCIT rPT CPT leamp-s 1. �wrA. VC/ACX 0 LUT 5PA5 -DEAlL i2 /A3,0 1 a-0 ALUM. 6RID AND HAN6ER5 as SPA OOL GCNG RR B5 1 BE!PINE P INE VALIL_EP C4 RAIL 0 54" A.F.F. CMDOR MACHINE Cow- COW- I CP. T/Prl i yo FT ACT-[ '555FF 1-4 5-0 CHAIR RAIL ABOVE 'P-B BELON VG /ACT -2 1 ALL". 6 505-524 UNIT BATHROOMS PC/T OT CT-� CT-• 4 1_4 6 AND HAWER5 56/P-4 I CT-5 FIELD/ CT-4,ACCENT UEST L AUNDRY Co'e, 1 VrT-i V-2 6B/P-4 �Z_iArT-5 - 7-4 ALLM. 6RIP AND HAW- F_XF/F -EXP05EV)PAINTED CT -CUARRYTIL.E BBREVI TiO E)(P)T/1- -EXP05ED TEXTURED PAINT RR -RIVER ROCK - SEA-= dd FRP -F0ER6LACS REINFORCED PANE., :2tt��t Cowl rT-2 __ C 6e/`TF2I 65/r/P-21 I ACT-1 ACT-I . 1-4 . 7-4 OSPITALITY GONG CIPTYPI? CPT 6 -9 6B/T/--i �g DETAIL 41AZ.0 ArT -ACOQ5TICAL CEILI RO -ROL?&H OP-- TLE 651 T _&Tlp. 50, Pm TAPED TBE, -TILE BACKER BOARD 55 CONC, 5LK,, SEALE. NIT GONG C.T/pp CPT 613/ FxfVTlr_5 tl� VCIA' T 0 UNIT 5PA5-VETAlL 5iAB.O ALUM, AND 9E25 a 5PA 651P -6r. BID. PAN= V -VINYL ED -BOARD Cs -clov.-R.-TE BLOC &a,17,1- -GYP. W. TEXTLIREP/rAINTEV VC - VINYL. COATED ALUM. GRID AND RANSER5 -6LA6 5 VOT -VINYL COMP. TILE CPT - CARPET 6L NIT BATHROOM GONG CT-1 CT-5 .7-4 wl .ACOUSTICAL BAT T`-- ABOVE ACT 66 &YPSUM BOARD Vim -VIN"eL AALL COVVRINS cl:*C - CONCRETE HM - HOLLOW METAL WD -vioov I ca/P-4 • rT-3 FIELD/ CT-4,-Z=NT CPT/PD -CARPET w/ RAP KD -KNOCK DOWN METAL No CPT ro leii/T�-1 OPEN C5 - SEALED CONCRETE 6T -OEqAMC TILE PCIT -PRECAST CONCRETE PLANKS, VV 4 YID GPT 'WD �= 6BIT/F' -I .OPEN rc I CFlr AD 1 1 &a/T/F-j OPEN AROUND TUBS IN UNIT 5ATH5 TO t4A,-= WATER RE5 :5TANT 6yp. 5D. ki. S AROJN_l 5Pi IN LNir. TO HAVE WATER RE515TAJ4 CYP- 512. 01-ER AALLS 4 M NALIL F- EIVINS rERAMZnL-' TO HAVE 51 ICONIZEDTaB XN-I-Ei -ALL5 'RE0EtIAN6 CERAMIC TILE TO HAI,_. 1/2" CEMENT TB9 < _j Q CIE_ m < Z 0 LL W CL a RUSURG IDAHO = 5 E E Z m ays c o,- Ev v! J A IT DA 03/29/04 SCALE 3/32'=T-0* DRAWING THIRD FLOOR PLAN SHEET '40. A SHEU OF T� T" x ^v, 6, W 4 gyF S Cn SNO REMOVAL ❑.30% SLOPE SSMH f2 RIM=52.40 r-0- C 0 � ,- � 0) REQUIRED = 4,468 SQ. FT. INV. IN=43.59 1W OUT=43.49 (44,680 SO. FT. ASPHALT X 1 0%) '0 b") in CONST. 160 LF 12' w 10w S i A_ zi 01 2 20, PROJECT SITE Vl ui W 2000 6 x IN 1620 S T� T" x <I!- /A U.S. .S 20 CONNECTIONIL -------------------------------------------------------- LOT 1 BLOCK 1 WILCOX SUBDIVISION l EXISTIN L TELEPHBE ONE S PE S A TO A T RE TED BY OTHERS c i f f SJ co _41 5 ( A:5\ CONST. 150 L.F. 12" PVC STORM DRAIN 0 ^v, 6, ti Cn SNO REMOVAL ❑.30% SLOPE SSMH f2 RIM=52.40 r-0- C 0 � ,- � 0) REQUIRED = 4,468 SQ. FT. INV. IN=43.59 1W OUT=43.49 (44,680 SO. FT. ASPHALT X 1 0%) '0 b") in CONST. 160 LF 12' PROVIDED = 5,656 SQ. FT. zi a: o. Vl ui W 2000 6 x .< z N. <I!- /A U.S. .S 20 CONNECTIONIL -------------------------------------------------------- LOT 1 BLOCK 1 WILCOX SUBDIVISION l EXISTIN L TELEPHBE ONE S PE S A TO A T RE TED BY OTHERS c i f f SJ co _41 5 ( A:5\ CONST. 150 L.F. 12" PVC STORM DRAIN 0 ^v, 6, SNO REMOVAL ❑.30% SLOPE SSMH f2 RIM=52.40 r-0- C 0 � ,- � 0) REQUIRED = 4,468 SQ. FT. INV. IN=43.59 1W OUT=43.49 (44,680 SO. FT. ASPHALT X 1 0%) '0 b") in CONST. 160 LF 12' PROVIDED = 5,656 SQ. FT. STORM DRAIN 0 CD O 0.22% SLOPE '-14 ROOF DRAIN) pH 0. o GRATE-AA We) LEGEND INV, IN=45.86 INV. OUT=45.76 --SSMH ii RIM-51.QO *0 --- ----- INV. IN-43.35 5 655 a. sq. INV. OUT-43.25 OC 0 F r) Q�w L K ?00, F - .j �_()W D! 0 0 40 wv 0 VALVE 0 '�,ao� %L ,cgs 6 0 0 EXISTING STORM POND Eff.MH DRAIN RIM -4850.00 INV. IN-4845.00 BOTTOM DRAIN-4843.33 EXIST. INV. IN-4835.95 NEW DROP INV.=4842.45 EXISTING FIRE HYDRANT fj STORM DRAl' !N ET DIG LINE- 1-800-342-1585 GRAPHIC SCALE 30 0 15 30 so 120 0 VERA LL A REA S TOTAL SITE AREA = 91,966 sq. ft. - 2.1 acres LANDSCAPE/UNDISTURBED AREA = 31,070 sq. ft. - 0.71 acres = 33.8% of Total Property IN FEET ASPHALT/CONCRETE AREA = 44,680 sq. ft. - 1.03 acres = 48.6% of Total Property I inch 30 ft. BUILDING AREA = 16,216 sq. ft. - 0.37 acres = 17.6% of Total Prop" OF 7 GENERAL NOTES 1. ALL WORKS SHALL BE COMPLETED IN ACCORDANCE WITH THE 2002 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE CITY OF IDAHO FALLS STANDARD SPECIFICA TIONS AND DRAWINGS, 2000 EDITION. 2. APPROXIMATE LOCATIONS OF SOME KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN HEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILI 3. ALL WATER, SEWER AND STORM DRAIN LINES SHALL BE INSPECTED BY HARPER-LEAVITT ENGINEERING INC. PRIOR TO BACKFIL LING. 24 HOUR NOTICE Is REQUIRED. to) 412 4. WHERE IT IS NECESSARY FOR SEWER, STORM DRAIN OR IRRIGATION LINE TO CROSS 1 + WATER LINE AND THE NON-POTABLE (NPWL) LINE IS LESS THAN 18 BELOW OR THE Cy rn 06 NPWL IS ABOVE THE WATER LINE, THE NPWL LINE SHALL BE CONSTRUCTED WITH PIPE �`► �` WHICH CONFORMS TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON BOTH SIDES (3 ffi OF THE WATER LINE. ONE FULL LENGTH OF BOTH WATER MAIN AND NPWL SHALL BE I CENTERED AT THE CROSSING POINT SO THAT JOINTS WILL BE AS FAR FROM THE 3 CROSSING AS POSSIBLE. CONSTRUCT AS PER THE ISPWC (REFER TO SID-407). 5. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE A rjo CURB, GUTTER VALLEY GUTTER AND/OR SIDEWALK IMPROVEMENTS. Q 6. PIPE BEDDING SHALL CONSIST OF IMPORT REJECT SAND MEETING SECTION 800 OF THE A ISPWC. F4 z ti 7. IN ALL DOMESTIC WATER AND PRESSURE IRRIGATION - ALL TEES, PLUGS, CAPS, BENDS OF 22 tf AND GREATER, AND AT OTHER LOCATIONS WHERE UNBALANCED FORCES WILL EXIST, SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKS AS SHOWN IN C'4 THE ISPWC. (SD-403) z 8. PROVIDE INLET PROTECTION FROM SEDIMENT BY PLACING STRAW BALES AROUND STORM DRAINAGE INLETS UNTIL ASPHALT HAS BEEN INSTALLED. 9, WITHIN FIVE (5) WORKING DAYS AFTER THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS-BUILT PLANS TO HARPER-LEAVITT ENGINEERING, INC. C ' 4 91 K JO"A.1 Z to _ is Ir AOYZ r" ft_TL__^ k 4 QL 0, 4 A-Q (I LEGAL DESCRIPTION LOT 2, BLOCK 1, WILCOX SUBDIVISION, REXBURG, MADISON COUNTY, IDAHO _N LI NE I x FE CIF_ DAW April 7, 2004 PROPERTY I INIF DRNNN BY CHMM Of _ SAN!':AIRY/STORM SE`, LINE TLw JJF REVISM _i-i-i-i-WAILR LINE _SD-) SF()RV1 SEWER � COP"WOW @ H1 AU RGYM RCSD% zi a: o. Vl ui x .< z CO) n 0 z W W x Lij _N LI NE I x FE CIF_ DAW April 7, 2004 PROPERTY I INIF DRNNN BY CHMM Of _ SAN!':AIRY/STORM SE`, LINE TLw JJF REVISM _i-i-i-i-WAILR LINE _SD-) SF()RV1 SEWER � COP"WOW @ H1 AU RGYM RCSD% f ®I i 7: C_ W 4' TY1-t i BEDDING l i SECTION A--A N. T.5. POW► .. T. s_ 3 C''i CD rU Imo.. C7) b 11._ 1.1J C7; S X OU L U tv <1 o'� c5 V , Ln c� C_ CJ VAR /ES SLOPE 2X s s LEGEND Q FRAME AND COVER PER STANDARD DRAWING SO -507 MANHOLE PER STANDARD DRAWING SD - 501. SO - 502 OR SD -503. 4_1 MANHOLE STEPS. C �'t,011 I ri A-7-C) rwr 1 69EtTootc MA1rr put. CONCRETE BASE CAST IN PLACE PER SECTION 743. �& EXI£AtD HALF Pffilf D/AAI£7EFR NV7t7 MAA4HQE A AAMA9NCAH Of' 12', (7 FLEXIGLE JOINT. NOTES: PLACE VERTICAL WALL. ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. B MANHOLE FRAME AND COVER A. REFER TO STANDARD DRAWING SO - 507. S. FRAME AND COVER SMALL BE FLUSH WITH SLOPE OF P AVEME NT. lJ CONSTRUCT BASIC MANHOLE PER TYPE SPECIFIED. 0 WHERE PVC PIPE IS UTILIZED. A RUBBER RING OR GASNKETED COLLAR IS TO BE INSTALLED WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND /OR MANHOLE CHANNEL, IN ORDER T INSURE A WATERTIGHT SEAL. IF THE DROP MANHOLE IS ON THE UPSTREAM SIDE. ROTATE MANHOLE 160 DEGREES SO THE VERTICAL WALL WILL BE DOWNSTREAM. O REFER TO STANDARD DRAWING NO SD -509 FOR STEP SPECIFICATWNS. N:vrxwAL Avrr,AAecAmD mAmoar BAs- NNIN APPROVED PIPE CONNECTIONS MAY BE USED WITH E?1er.XIN XRf APPRO 4 4 SB'E SID -501A. PROVIDE MANHW CONCRETE REINFORCING TO ACCOMMODATE TRAFFIC LOADINGS. OI FITTINGS TO BE DUCTILE IRON. 1 7 -JA - CONC. WALK 14 BARS CONT. (TYI? ) _Vr ASPHAL T PAWNG �o R d I COMPACTED F /LL ' 'Z �--� �6 THICKENED EDGE SIDEWALK TYPICAL ELEVATION NOT TO SCALE FINISH GRADE NOTES �A) TRENCH EXCAVATION PER SECTION -301, PW B£DD0VG PEA _gr?7faM1 _ J05 BACKFILL AND COMPACTION PER SECTION--306. 2000 Rewswns IDAHO STANDARDS STANDARD DRAWING FOR PUBLI WORKS TYPICAL TRENCH NO- SD-" 301 CONSTRUCTION I \ tC ++ 1 /4" Tooled Radius 2 of Concrete Sidewalk 1 to be 1/4" Above Back rTop of Curb 1-- 8" 3 "R 2' - 6" STANDARD CURB & GUTTER SECTION NOT TO SCALE m DRIVEWAY (UTILITY STRIP) 3 14 Rebars Evenly Spaced Var, In Non - Extruded Curb Utility Strip Slo a As Re 6 R/W Line Sidewalk See Note 3 1 /4 " /Ft. See Note #1 #4 Rebor 18" on Center Both Ways SECTION �e e COMMERCIAL DRIVEWAY COMERCIAL DRIVEWAY NOT TO SCALE I 2' 114 " Tooled 2" R-\ Radius 0 0 o it SUB40RADE OR , o 0 o D rK 3" R I 0 0 a � � A � a 4 Q NATURAL GROUND o �} � —8" or W � + a: 18" LIP DOWN CURB & GUTTER SECTION ! , NOT TO SCALE z O M W UJ O LEGEND J 1 (MIN) OR LOCAL CUT BACK REOUIRFUENTS TYPICAL BOTH f 2 6 Joe NO' 20400.0789 DATE April 7, 2004 O , D TLW JJF" (2 SURFACE REPAIR wtD1,11. SHEET M 2 EXISTING SURFACE. fdF caoYRIcar Q 2087 HLe.. ALL R16HrS RE_74 EXISTING BASE- w� EL 3 TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w O o 0 7 _ 77 { �� TRENCH BAC KFILL PER SECTION -306. p Doo O O o VERTICAL TRENCH WA:.LS SHORING 'PER O.S.H.A.. e PIPE BEDDING PER SECTION- -305 (SEE SD -302). a vy .. 6 AOV.. 12"M1N FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND W EACH B g STABILITY (PER SECTION -304). I rx SIDE lD UNDISTURBED SOIL (T YP). NOTE B ii SURFACE REPAIR AND BASE PER SECTtON -307 (SEE SO -303 t2 UPPER COMPACTION ZONE_.) h/ 2 To t C_ LOWER COMPACTION ZONE/ ' ` ow 10' OUTSIDE DN O F �e D�.t9f1!$Le= F ILL . PIPE PLUS 2' - O' NOTES �A) TRENCH EXCAVATION PER SECTION -301, PW B£DD0VG PEA _gr?7faM1 _ J05 BACKFILL AND COMPACTION PER SECTION--306. 2000 Rewswns IDAHO STANDARDS STANDARD DRAWING FOR PUBLI WORKS TYPICAL TRENCH NO- SD-" 301 CONSTRUCTION I \ tC ++ 1 /4" Tooled Radius 2 of Concrete Sidewalk 1 to be 1/4" Above Back rTop of Curb 1-- 8" 3 "R 2' - 6" STANDARD CURB & GUTTER SECTION NOT TO SCALE m DRIVEWAY (UTILITY STRIP) 3 14 Rebars Evenly Spaced Var, In Non - Extruded Curb Utility Strip Slo a As Re 6 R/W Line Sidewalk See Note 3 1 /4 " /Ft. See Note #1 #4 Rebor 18" on Center Both Ways SECTION �e e COMMERCIAL DRIVEWAY COMERCIAL DRIVEWAY NOT TO SCALE I 2' 114 " Tooled 2" R-\ Radius J 3" R I a � � A � a 4 Q G) JoAft vi M C-1 —8" or W � + a: 18" LIP DOWN CURB & GUTTER SECTION ! , NOT TO SCALE 2" S 8" Top Soil 2 Layers of 6 Mil Plastic Sheeting Bet. Pit Run Grovel & Coarse Rode * Bkft. Elevation 8" Thick Reinforced Walk NOTES: 1. 12" of Granular Borrow (see Standard Specifications Section 201.03) shall be required under all concrete unless naturally occuring granular base material is encountered and approved by the City Engineer. 2. All concrete shall be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer. (Materials Section is 501.07) 3. Standard sidewalk width is 5 foot in new construction. Standard slope is 1/4" per foot to street. 4. Place preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet for new sidewalk construction. 5. 1:12 slope maximum Reinforced Lid (HS 25 Loading) ,— GRATE AND FRAME Perforated Precast Concrete Barrel Sections 8'_ ..N., - , 3/4" Crushed Gravel ' - Pit Run ., 4' Min. Concrete Base Moth \--- Coarse Rock Backfill 2" Notes FRENCH DRAIN 2" Min. - 6" Max. NOT TO SCALE Ts 1-r►1 s Y9 PPn u v �= R s a3 . m .;e ✓s 4 1' >LLZE� Q -� �1 w �C14 LZ q k �j O h O • Qi .c Q: m � a b Qr liA'a0 av^ .JCO? Rowsras IDAHO STAN DROP STANDARD DRAWING FOR PUBLIC WORKS N0. S �� CONSTRUCTION MANHOLE D J I CC O Q G) JoAft vi M C-1 0 or W � + a: ! , z z W UJ C Z i J m W W 0 Joe NO' 20400.0789 DATE April 7, 2004 TLW JJF" DATE SHEET M 2 2 fdF caoYRIcar Q 2087 HLe.. ALL R16HrS RE_74 liA'a0 av^ .JCO? Rowsras IDAHO STAN DROP STANDARD DRAWING FOR PUBLIC WORKS N0. S �� CONSTRUCTION MANHOLE D � PO.Oox 28©, C it y e x a�a r 12 North of."er Street Aexbwq. Idaho 83"0. ;r phone (208) 354.3020 "' STATE OF IDAHO fax (208) 359 -3022 . 98 Ll5kt� Site Plan Checklist Project Name: File Number: Applicant Infom - 110n Applicant: o!:51 tl� '1 1ioiT_ Phone: FL Ow ner ❑ Purchaser ❑ Lessee Applicant's Address: 1 10 Cao /i Baw'A le i VIL Zip: 0344 O Recorded Owner: Land_ % - I ;ItOIL Phone: 35(c 7 foS3 Recorded Owner Addr ses : 5grAe. FAX: 35f0 (4 --4 Address of Subject Property: Development Information UK 1. Site plan must be drawn to scale, be legible and also be submitted electronically if possible. Wr 2. Adjoining streets labeled. FT 3. Rght -of -way location and width, curb to curb widths and sidewalk location. 0' 4. Building location, sq footage and dimensions, with distance to property lines. [E' 5. Show existing and proposed easements. IR' 6. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains). 01 7. Proposed utilities including tie in location to existing services and new easements. ar 8. Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins). lK 9. Storm drainage plan for parkinglot and roof areas, with calculations. IV 10. Fire hydrants and fire suppression lines (including tie to City lines). ❑ Sprinkled ❑ Not Sprinkled I� 11. Parking (including parking lot, drainage arrows, dimension of lot, distance between rows, and total numbers). ®' 12. Landscaping (type and total area, including dimensions). ®' 13. Trash facilities. IK 14. North Arrow rl__1 15. Drawing to Scale, including a graphic scale (11 '/z x 17" paper if possible). IY 16. Proposed street improvements (curb, gutter, sidewalk, pavement, etc.) 01-1 17. Legal description of proposed building site included. 18. Percent of lot covered by building or paving calculated. liar 19. Show 10% snow storage area. 20. Distance of entrances from street corner indicated. or" 21. Current Vicinity Map. (8 %z x 11 ") at 1" = 300' scale, showing location of the property. wNOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROJECT WILL BE PLACED ON THE PLANNING & ZONING AGENDA. ZONE 4 scoic 029 Qcm \ ()HAL CO Q�G 33 �� 9 TF 0 F e • PROPOSED FRENCH DRAIN EXISTING STORM POND HARPER - LEA VITT ENGINEERING, INC. CIVIL A STRUCTURAL AND GrOTECHNICAL ENGINEERING, MATERIALS TESTING LAND SURVEYING 985 N Capital Ave P. O. Box 50691 Idaho Falls Idaho 83405 (208) 524-0212 Far: (208) 524-0229 Americinn Storrs Drain Design 4/8/2004 S% pNAI T F � � O 4 CL tp i HARPER - LEA VITT ENGINEERING, INC. CIVIL & STRUCTURAL AND GEOTECHNICAL ENGINEERING, MATERIALS TESTING & LAND SURVEYING 985 N Capital Ave P.O. Box 50691 Idaho Falls Idaho 83405 (208) 524 -0212 Fax: (208) 524 -0229