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HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 06-00585 - Super 8 Motel - Addition0MA h A A pmm z s z (1 �m Dp O Am °s� N y C ' t o l �Y n i �� A �Oty� s�m�= J m m 1 0 N O �EAOr� 2e nw i s u� { moo 7 Y G Z E �� j C f ir ZCpA i 41 W {l I r rn IT r IT C Z m b m r m 1> -4 O z T O m r- m { fl z F.' I _t o� n� oU an 0 i X 2 vA �E s a -------------------- SUP S MOTEL ADDITION DESIGN INTELLIGENCE, LLC�NEr 1031 �IKSON Dig_ TEt. (208) 359 -Idbi 12 FXRilt�cr MADISON GOl1NTl'_ IDAHO _�._...._ ._..,...,...... � ... .... .... ........-... SGPLE f,V �tOT =r. UhTE � t71 ZGOS �"KB RtrEID D24LLtlNG• m � ^ Luu m X N C �7�t co U tl tJ o� n� oU an 0 i X 2 vA �E s a -------------------- SUP S MOTEL ADDITION DESIGN INTELLIGENCE, LLC�NEr 1031 �IKSON Dig_ TEt. (208) 359 -Idbi 12 FXRilt�cr MADISON GOl1NTl'_ IDAHO _�._...._ ._..,...,...... � ... .... .... ........-... SGPLE f,V �tOT =r. 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Main St. / Rexburg, ID. 83440 Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 0600585 International Building Code 2006 215 W Main St Super 8 Motel Addition Type V, non -rated 12 Up & 75 Down Yes Name and Address of Owner: Judy & Jay Llc 2169 E 200 N St Anthony, ID 83445 Contractor: Beattie Construction Special Conditions: Occupancy: Residential - occupants transient in nature (hotels) 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 vvas inspected on the date listed sties 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 vties classified. Date C.O. Issued: 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. as fir• 1 P M� W' , Plumbing Inspe Fire Inspector Electrical Inspector: bbll�1 �yk.XktFk ,. u p C I T Y OF -.. ... . ..... ........... . .. -,__. REXBUR APM Fvmi y COMM -ni P.O Box 280 City of Rexb u rg 19 E. Main 83 Rexburg, Idaho 83440 Phone (208) 359 -3020 STATE OF IDAHO Fax (208) 359 -3022 e -Mail September 10, 2008 & Jay Llc Judy 2169 E 200 N St Anthony, I D 83445 Re: Permit Number: 06 00585 Dear & Jay Llc Judy, You have requested an occupancy permit for 215 W Main St. At this time, all requirements have not been met for the issuance of a Final Occupancy Permit. However, it has been determined by the Building Department that a conditional occupancy permit may be granted with the following requirements being met. Landscaping to be completed 9/9/08: Temporary Certificate of Occupancy will be extended for 30 more days per Gary Leikness. The above requirements must be completed prior to 10/10/2008 or the conditional occupancy permit will be voided and the premises vacated. Upon completion of the requirements listed above, please call the City of Rexburg Building Department at (208) 354 -3020 ext 326 An inspector will be sent out and a Final Occupancy Permit will be issued. Ja ell Hansen Permit Coordinator / Tech Building Safety Departmen AexeuB t `y am CITY O F City of Rexburg m — -- ° REXBURG 19 E Main janellh@rexburg.org Phone: 208.359.3020 x326 Americas Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 OWNER'S NAME < Permit #06 00585 PROPERTY ADDRESS 1 �j t,ti Vln txi vl Sk- SUBDIVISION Super 8 Mote PHASE LOT BLOCK Requiredffl ELECTRICAL Electrical Contractor's Name u sine N e f, n, C Address City State .�- ?, t �./� Zip Y 3 Cell Phone (�a) /� Z�/ � Business Phone (2-0 j Fax ( ) Email ' j D � 0. 0[ C Electrical Estimate ( cost of wiring & labor) $ (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) Number of meters being installed E (� E Q M E Up to 200 amp Service* D t5 luJ +� 201 to 400 amp Service* F E B 2 7 2008 Over 400 amp Service* Existing Residential (# of Branch Circuits) C ITY OF R EX B U R G Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and /or Cooling ( when not part of a new residential construction permit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ '/ 6)V Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement /Industry a m spections. Additional inspections charged at requested inspection rate of $40 per hour. ignatur c sed Contractor License n ber Date The City of Rexbur -a s permit fee schedule is the same as reauired by the State of Idaho rel Feb r 13 08 03:33p Feb.13. 2006 3:05PM • . Building Safety Department City of Rexburg 19 E Main Janetlh ®rexburg.org Phone: 208.359.3020 x326 Rexburg, !D 83440 www.rexburg.org Fox: 208.359.3024 No. 5610 P. 1 p.1 eF fxsu� c CT TV OF A. REX ,.• Amnim2FaM1b1C --niry Permit# 0 L 00 585 .MECHANICAL Mechanical Contractor's Name: NY :9n C, Business Name: Address J4zo to • ( ? -th st City Trl g h a I� O Z -a � 1.s State :Qj Zip Cell Phone: ( �) Business Phone: Fax: ( ) 5�� - �'` ` _ Email NAME IN VC PROPERTY I SUBDIVISION -- Required!!! Mechanical Estimate S 14 000 (Commercial/Multi Family Oaly) FIXTURES do AP,PI,IAN COUNT (Single Family Dwelling Only) Furnace Exhaust or Vent Ducts Furnace/Air Conditioner Combo Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas -fired appliance Incinerator System Boiler other similar vents & ducts: Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Mechanical Sizing Calculations must be submitted with Plans & AyDlieation Point of Delivery must be shown on Qlam &,+ R �,Qyx, HVG- G-i!5l2 7-113 jow Signafire of Licensed Contactor License number Date Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents ne City of Rexbusg's permlt fee schedule is the sane as required by the state of ldaho 1 a�XB`R 0; ity of Rexb u rg • 19 E. Main Rexburg, Idaho 83 440 CITY OF _ 83 B Phone (208) 359 -3020 CW --- Americas Family Community STATE OF IDAHO Fax (208) 359 - 3022 e -Mail October 3, 2007 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: Footings and Foundations only at: 215 W Main St Madison, 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 October 3 2007 By Approved: Wednesday October 3 2007 CITY OF REXBURG B a ell Hansen Permit Coordinator /Tech CITY OF KEXB URG • 0 BUILDING PERMIT APPLICATION Please 0600585 19 E MAIN, REXBURG, ID. 83440 208 - 359 -3020 X326 Super 8 Motel Addition � PARCEL NUMBER: b ffi I O � oO j I (V - r ­ ­ — — r __/ SUBDIVISION: UNIT# BLOCK# LOT# (Addressing is based on the information - must be ac curate) CONTACT PHONE # PROPER J I lam', ma C_� PHONE #: Home (104 GL6 ;7a — Y 8 7 Work ( v? Cell, OWNER MAILING ADDRESS: e f A5:9 CITY•- `f' STATE:�ZIP: -6 EMAIL FAX APPLICANT (If other than owner) (Applicant if other than owner, a statement authori: APPLICANT INFORMATION: ADDR STATE; ZIP PHONE #: Home ( ) y this application.) CONTRACTOR MAILING ADDRESS: PHONE: Cell# V W ( VJ ATE ZIP. EMAIL IDAHO How many buildings are located on this prop erty." 020d" Did you recently purchase this proper No es (If yes give owner's name) Is this a lot sp4t6) YES (Please bring copy of new legal description of property) PROPOSED USE: � (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjury, I hereb certif that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a perntit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the pen nit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. Signature of Owner /Applicant "- � Do you prefer to be contacted by fax, email or phone? Circle One VFepl V E WARNING — BUILDING PERMIT MUST BE POSTED ON C Plan fees are non - refundable and are paid in full at the time of applica �l. 2005. City of Rexburg's Acceptance of the plan review fee does not c **Building Permit Fees are due a t time of application** **Building Permits oe Cie CITY OFREXBLIRG 1 2 lJ r C�� y this application.) CONTRACTOR MAILING ADDRESS: PHONE: Cell# V W ( VJ ATE ZIP. EMAIL IDAHO How many buildings are located on this prop erty." 020d" Did you recently purchase this proper No es (If yes give owner's name) Is this a lot sp4t6) YES (Please bring copy of new legal description of property) PROPOSED USE: � (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjury, I hereb certif that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a perntit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the pen nit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. Signature of Owner /Applicant "- � Do you prefer to be contacted by fax, email or phone? Circle One VFepl V E WARNING — BUILDING PERMIT MUST BE POSTED ON C Plan fees are non - refundable and are paid in full at the time of applica �l. 2005. City of Rexburg's Acceptance of the plan review fee does not c **Building Permit Fees are due a t time of application** **Building Permits oe Cie CITY OFREXBLIRG 1 2 1W W Building Safety Department a �EXB�R� C I T Y o F City of Rexburg � o REVnT G m XBV1G 19 E. Main janellh @rexburg.org Phone: 208.359.3020 ext 326 �. N E D Americas Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 Notary Public of Idaho Residing at: My commission expires: State of Idaho County of Madison I, Name t of Legal Interest Address City State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, %C ity A. That I am the record owner of the properon the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining perty. B. I agree to indemnify, defend and hold Rex its employees harmless from any claim or liability result ing from any dispute at ents contained herin or as to the ownership of the property which is the suapp cation. Dated this day of Signature Subscribed and sworn to before me the day and year first above written. 20 3 Please complete the entire Application! If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: Parcel Acres: SETBACKS FRONT I , SIDE SID Remodeling Your Building /Home (need Estimate) $ Permit# BACK K1\0 CE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area !2 ''E 6t ! ;1 Z c Unfinished Basement area Second floor /loft area ' �— o Finished basement area_ Third floor /loft area Garage area Shed or Barn Carport /Deck (3 above Water Meter Quantity: Requiredffl `' ' 1 4 1 Water Meter Size: PLUMBING , , ��`` //'' J 11 �Q Plumbing Contractor's Name: F� I ` � , l i c r _ Business Name: 4 Gn ya kll C od �.,( 4 Ci ty e 6 State R Zi � Address � ! �� � �UkJ C'r" � .� ty r Contact Phone: (2 1) 7 - o Business Phone: ( ) Email Fax 9Z 7`l,i - 1) FIXTURE COUNT Cmclu&gg roughed fixtures) Clothes Washing Machine Sprinklers Dishwasher Tub/Showei E C W u 2 n E Floor Drain Toilet /Urin D (� V L+� Garbage Disposal Water Heatc S E P 2 8 2001 Hot Tub /Spa Water Softe ner Sinks CITY OF REXBU (Lavatories, kitchens, bar, mop) Plumbing Estimate $, 3 70 00 (Commercial Only) Required! ature of Licensed Contractor License number Date The City of RexburQ's Permit fee schedule is the same as required by the State of Idaho 4 k 1 Building Safety Department City of Rexburg 19 E Main ionellh@rexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 OF µBXB A. 'o v 'x o �Eo CITY O F REXBURG Americds Family Community OWNER'S NAME �_P & Permit #0 PkOPERTY ADDRESS 1 i(y < ' k n Sfi. 6 00585 SUBDIVISION Su per 8 Motel- Addition PHASE LOT BLOCK 71 r-% IAI U n i n C+ e qui�ed -!!! ELECTRICAL Electrical Contractor's Name r. 7a�� `,Vk Business Name T5p - "►� • d&ess 1 Z o�S ✓t;K ,�' City ' //5 State Cell Phone (Zc8) 3tz eve/ Business Phone (� ) S 2 8- Fax (Zagl 67 ryt - S 3 fS Email 'I SAD rl- rc�v�r,� Y�►�� ��.-, J � Electrical Estimate ( cost of wiring &labor) $ q f r (COMMERCIAL /MULTI - FAMILY ONLy) TYPES OF INS TALLA TION (New Residential includes everything contained within the residential structure and attached garage at the same time) Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Existing Residential (# of Branch Circuits) Spa, Hot Tub, Swimming Pool Ele c Central Systems Heating and /or Cooling (when not part of anew residential construction permit and additional wiring) Modular, 1' Modular, Manufactured or Mobile Home D L� 0 Other Installations: Wiring not specifically covered by any of a ve Cost of Wiring & Labor: $ SEP 2 8 2007 Pumps (Domestic Water, Irrigation, Sewage) LC Requested Inspections (of existing wiring) C ITY O F R Egg U R G Temporary Amusement /Industry *Includes a maxim of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. C=�is s - 7 Z1?/0 ;z ignature of Licensed Contractor License number Date The schedule is the sa me as required 4 the State of Idaho 0 • Page 1 of 1 JaNell Hansen From: Richard Horner Sent: Friday, December 15, 2006 4:58 PM To: JaNell Hansen Subject: RE: Street Impact fee for Super 8 Motel JaNell, This is what John and I want you to bill: 3 rooms: 9 Plus: Exercise and pool area: 30/1000 sq ft an d Conference room: 14/1000 sq ft -� Richard R. Horner Chief Financial Officer City of Rexburg PO Box 280 (12 N. Center) Rexburg, Idaho 83440 208 - 359 -3020 x327 richard(a)rexburg.org From: JaNell Hansen Sent: Friday, December 15, 2006 12:09 PM To: Richard Horner Subject: Street Impact fee for Super 8 Motel Richard, I'm calculating the street impact fee for an addition the Super 8 Motel is adding. They are adding 3 suite rooms, exercise area, indoor pool, and conference room. The closest category I could find was the Lodging, Motel category. Below are the figures. Let me know if this is the correct category and amount to charge. Street Impact fee category- Motel: 9 /room, 200 /acre. 3 suite rooms being added. 9 *3 = 27 * 16.80 = $453.60 street impact fee. Thanks, JaNell Hansen Building Safety Coordinator Phone: (208) 359 -3020 ext. 326 Fax: (208) 359 -3024 Email: janelllikn rexburg.org s 12/18/2006 • • � . _ �..- -- �� s - - _. ,�_ _ — -� ` �� ,, t-_ _....__ �" 1 �' _� r � _ � � � i I �� i z �� F r � �� __.___ �. �� \ \ � c- f'� '� ti �,� ' \ � �` t ��,, .. � �� ^,� \ i � ��� � .. x, �f i � a ? 2 N t� 1n N �i J N N 6� -r+ N %/ �� . • 0 Walt to Interlock mooute Interlocking module X a stall not accessible in certain layouts Figure 5 -2. Table 5 -2. Parking layout dimensions (ft) for 9 ft stalls at various angles. STALL LAYOUT ELEMENTS Parking Lot Markings Markings are a very important element of a good parking lot. The parking area should be clearly marked to designate parking spaces and to direct traffic flow. As specified in the Manual on Uniform Traffic Control Devices (MUTCD), parking on public streets should be marked out by using white traffic paint, except for dangerous areas, which should be marked in yellow. However, yellow lines are commonly used in off - street parking lots. All pavement striping should be 4 inches in width. New asphalt surfaces can be marked with either traffic paint or cold - applied marking tape. For best results with paint application, allow the Asphalt Concrete to cure for several days. Construction Practices Drainage Provisions Drainage problems are frequently a major cause of parking area pavement failures. It is critical to keep water away from the subgrade soil. If the subgrade becomes saturated, it will lose strength and stability, making the overlying pavement structure susceptible to breakup under imposed loads. Drainage provisions must be carefully designed and should be installed early in the construction process. Parking area surfaces should have a minimum slope of 2 percent or 1/4 inch per foot. They should be constructed so water does not accumulate at the pavement edge. Areas of high natural permeability may require an underdrain system to carry water away from the pavement substructure. Any soft or spongy area encountered during construction should be immediately evaluated for underdrain installation or for removal and replacement with suitable materials. 1 inch equals 30 feet 0 15 30 60 Feet Design Intelligence, LL C Engineering Calculations Summary Date: March 6, 2007 Subject: Super 8 Addition, Rexburg, Madison Count Customer: Jay Petersen 06 00584 & 06 00585 Super 8 Motel Addition Revisions 3/7/07 This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2003 as the basis for the calculations. — STEEL ROOF BEAMS Materials: Dimensional Lumber — NDS 1997 design values Concrete: 2500 psi @ 28 days Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60 Assumptions: IBC 2003 — Foundations designed for Max Brg Pressure of 1500 psf increased for depth Design Loads: Roof Live Load (min) — 20 psf during construction Ground Snow load = 50 psf, Roof Snow load= 35 psf Snow Load Importance Factor — 1.0 Snow Exposure Factor — 0.9 Wind = 90 mph, Exposure B Wind Importance Factor — 1.0 Wind Exposure = B Seismic Design Category — D 1 Seismic Use Group - 1 References: IBC 2003 Customer Drawings TrusJoist MacMillian Design Guides Summary: All beam sizes and footing sizes are noted on the drawings. 3/41e7 These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. Designed , A Spaul g, P.E. Checked By: Date: Date: U •DeEiign.lntelligence, LLC 1037 Erikson Dr. Rexbura. Idaho 83440 SUPER 8 MOTEL ADDITION REXBURG, IDAHO Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000' LSL 17001 4001 13000001 PARALM 29001 290 20000001 - GLB DF 24001, 130_0( 190 95 180 19 00000 Beam 8 Breezeway Roof Carrier 1 Type STEEL Fb psi Fv psi JE psi 24000 14400 29000000 12 ft Span = Tributary Area = 16 ft Loads Point Load = 0lbs Snow - 35 psf Live Load 0 psf Dead Load 15 psf Uniform Load = 5_60 Ibs /ft _ 0 Ibs /ft 24 0 Ibs /ft Moment Live Load Moment = 10080 Ib -ft = 120960 lb-in Dead Load Moment = _ 4320 lb-ft = 51840 lb-in Section Modulus Required = 7.20 in3 Section Width = 1 Section Depth = 3.54 in. in. Section Modulus Provided = 10.9 in3 O Moment of Ineritia Provided = 53.8 in4 Deflection Live Load = 0.17 in. L/360 0.40 in. OK Dead Load = 0.07 in. - Total = I 0.24 in. L/ 0. in. OK -- Horizontal fv = Shea 2034 psi OK � 4800 - -- - - -- - F = 16560 si psi Allow jA Use IW10XI2 Reacti Ib - - - - - _ 3/6/2007 Page 8 - Design Intelligence, LLC • SUPER 8 MOTEL ADDITION 1037 Erikson Dr. REXBURG, IDAHO Rexbura. Idaho 83440 Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LV 2600 2851 1900000 - - - LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB DF 2400 1300 190 95 18000001 1900000 Be am 9 Type GLB Porch Roof Carrier Fb psi lFv psi E psi 2400 190 '' 1800000 i 13 ft Area = 4 ft Sp an = Tributary 0 Loads Point Load = Ibs 35 psf 0 psf 15 psf Snow U nifor m Load = 140 Ibs /ft Live Load 0 Ibs /ft Dead Load 60 Ibs /ft Moment Live Load Moment = 2958 lb-ft = 35490 lb-in Dead Load Moment = 1268 lb-ft = 15210 lb-in Section Modulus Required = 21.13 in3 Section Width = 3._125' Section Depth = 9' Section Modulus Provided = _ Moment of Ineritia Provided -= Deflection in. _ in. 42.2 189.8 in3 in4 OK Live Load = 0.26 in. L/360 0.43 in. OK Dead Load = 0.11 in. Total = 0.38 in. L/240 0.65 in OK Horizontal Shear O Allo i - - _ Use 3.12 I React - T- - -- X 9 1300 GLB Ibs fv = 69 psi ,.218 FV = psi p 3/6/2007 Page 9 Design.lntelligence, LLC SUPER 8 MOTEL ADDITION 1037 Erikson Dr. REXBURG, IDAHO Rexbura. Idaho 83440 Type Fb psi Fv psi E psi I STEEL 240001 14400 29000000 LVL 2600 285 1900000 - I LSL 1700 400 1300000 PARALM GLIB DF 2900' 2400 1300 29 0 190 951 2000000 1800000 1900000 Beam 10 Roof Purlins Type STEEL Fb psi lFv psi E psi 24000 14400 - 29000000 6 ft - - Area = 4 ft Span = - - - Tributary -- 0' Loads Point Load = Ibs 35' psf 0` psf 15 psf Snow Uniform Load = 1401lbs /ft Live Load 0 Ibs /ft Dead Load 60 Ibs /ft Moment Live Load Moment = 630 Ib -ft = 7560 lb-in Dead Load Moment = 270 lb-ft = 3240 lb-in Section Modulus Required = 0.45 in3 Section Width = 1' Section Depth = 1.64' in. in. S ection Modulus Provided = 1.1 in3 OK Moment of Ineritia Provided Deflection Live Load = Dead Load = Total= Horizontal Shear fv = 549 - - FV - 1656 -� - = 0.10 0. 0.14 psi � ps i p � 1.4 in. in. in. OK in4 L/360 L/240 0.20 0.3 _ in. in. OK OK -- -_ — 600 +' A llo wab le _ Reaction - � STEEL 1 _ - - Use TS 2.5X2.5X3/16 3/6/2007 Page 10 , Design Intelligence, LLC 1037 Erikson Dr. Rexburq, Idaho 83440 SUPER 8 MOTEL ADDITION REXBURG, IDAHO Typ - Fb psi Fv psi E psi - STEEL 24000 14400 29000000 LVL LSL PARAL GLB DF Be am 11 Type STEEL 2 600 285 1700 400 2900 290 2400 190 1300 95 Roof P urlin Carrier I Fb psi Fv psi 24000 14400 14 Area = 6 1900000 1 30000 0 1800000 1 900000 E psi '29000000' ft � - -- ! L Tributary ft 0 Loads Point — Load= Ibs 35 psf 0 psf 15 psf Snow Load = 210 Ibs /ft Live Load _Uniform 0 Ibs /ft Dead Load — E � 90 Ibs /ft Moment - Live Load Moment = 5145 lb-ft = 61740 lb-in Dead Load Moment = 2205 lb-ft = 26460 lb-in Section Modulus Required Section Width = 1 Section Depth = 3.54 = 3.68 in3 in. in. _ Section Modulus Provided = 10.9 1n3 OK Moment of Ineritia Provided Deflection Live Load = = 0.12 5 3. 8 in. in4 L/360 0.47 in. OK Dead Lo = 0.05 in. - in. 7L/240 - OK Use W10X12 0.7 - -- Reacti = !STEEL in. _ __ , OK ; 2100 Ibs - -=-- -- Total � Horizontal Shear fir = 89 0 F V = 16560 - 0.17 psi p si _ - ;Allowab 3/6/2007 Page 11 Deslgn•Intelligence, LLC SUPER 8 MOTEL ADDITION 1037 Erikson Dr. REXBURG, IDAHO Rexbura. Idaho 83440 Type Fb psi Fv p si E psi STEEL 24000 14400' 29000000 L 2600 _ 285 1900 000 LK - P_A GLB DF 1700 2900 2 400 1300 - 290 190 95 1300000 20000 1800000 1900000 I __ -- I - - -- Beam 12 WB11 Carrier Type STEEL Fb psi IFV psi !E psi 24000 14400 29000000 12 ft Area = 0 ft - Span = - - -- Trib - i 4200 Loads Point Load = Ibs Snow 35 psf Live L oad 0 psf Dead Load 15 psf Uniform Load = 0 Ibs /ft 0 Ibs /ft 0 Ibs /ft _ Moment Live Load Moment = 12600 lb-ft = 151200 Ib -in Dead Load Moment = 0 lb-ft = 0 lb-in Section Modulus Required = 6.30 in3 Secti Width = 1' Section Depth = 3.54 -- in. in. Sect Modulus P rovided = 10.9 in3 - - OK - -— Moment of Ineritia Provided = 53.8 in4 D eflecti on Live Load = 0.17 in. L/360 0.40 in. OK Dead Load = Total = Ho rizont al She fv 17 80 FV = 16 - 0.00 0 .17 � psi - - -- J in. in OK - - -- Allo U240 0.6 in. Reaction - OK 2100 Ibs psi - STEEL Use W10X12 3/6/2007 Page 12 Desigp Intelligence, LLC .1037 Erikson Dr. Rexburo. Idaho 83440 SUPER 8 MOTEL ADDITION 40 REXBURG, IDAHO Type Fb psi Fv psi E psi STEEL 24000, 14400 29000000 LVL LSL P ARALM 2600 17 290 0_ 285 400 290 1900 000 1300000 2000000' GLB DF 2400 1300 19 0 95 1800000 1900000 - -- - -- Beam 13 W612 Carrier Type Fb psiF STEEL 24000 14400 '29000000` Span = 28 ft Tributary Area = 3 ft - - - - -- 2100' Loads Point Load = Ibs Snow 35 psf Live Load 0 psf _ Dead Load 1'S' psf Uniform Load = 105 Ibs /ft 0 Ibs /ft 45 Ibs /ft Moment Live Load Moment = 24990 lb-ft = 299880 Ib -in Dead Load Moment = 4410 lb-ft = 52920 6-in Section Modulus Required = 14.70 in3 Section Width = 1 Section Depth = 6.49 in. in. Section Modulus Provid = 23.2 in3 OK Moment of Ineritia Provided = 118.0 in Defleci - -- Live Lo 0 .91 m — U360 0.93 -- i OK Dead Load Total = Horizontal f - -- FV = = Shear 971 1 6560 0.18 1.0 psi psi in in. O Allowable Use L/2 - W1 0X221 1.4 - -- -L in - -- O - - -- Rea = I STEEL 3150 Ibs 3/6/2007 Page 13 ti Design Intellip 0600585 Engineering Calcula Super 8 Motel Addition Date: November 16, 2006 Subject: Super 8 Addition, Rexburg, Madison County, Idaho Customer: Jay Petersen This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2003 as the basis for the calculations. Materials: Dimensional Lumber — NDS 1997 design values Concrete: 2500 psi @ 28 days Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60 Assumptions: IBC 2003 — Foundations designed for Max Brg Pressure of 1500 psf increased for depth Design Loads: Roof Live Load (min) — 20 psf during construction Ground Snow load = 50 psf, Roof Snow load= 35 psf Snow Load Importance Factor — 1.0 Snow Exposure Factor — 0.9 Wind = 90 mph, Exposure B Wind Importance Factor— 1.0 Wind Exposure = B Seismic Design Category —D1 Seismic Use Group - 1 References: IBC 2003 Customer Drawings TrusJoist MacMillian Design Guides Summary: R D NOV 3 0 2000 1 I D1 C ITY OF REXBURG 6- eG All beam sizes and footing sizes are noted on the drawings. These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. Designed By.• c ttA auldi , P.E. Checked By: Date: Date: Design Intelligence, LLC 1037 Erikson Dr. Rexburg. Idaho 83440 SUPER 8 MOTEL ADDITION REXBURG, IDAHO Design Parameters Snow Load: Y 85 psf Snow Loads Rise Run Reduction Use Roof Pitch 6 12 0.0 Roof Pitch4 12 0.0 Roof Pitch 6 12 2.5 psf psf psf 35.0 35.0 32.5 psf psf psf Roof Pitch 7 12 3.8 psf 31.2 psf Roof Pitch 8 12 5.1 Roof Pitch 10 12 7.4 psf 29.9 psf psf 27.6 psf Roof Pitch22 9.4 psf 25.6 psf Wind Design Wind Speed Importance Factor Exposure Simplified Method Section 1609.6 Applicable loads are shown in bold letters. Horizontal Loads End Zone Interior Zone Transverse Wall Roof Wall Roof < 5:12 12.8 -6.7 8.5 -4 5:12 17.8 -4.7 11.9 -2.6 > 5:12 14.4 9.9 11.5 7.9 Longitudinal 12.8 -6.7 8.5 -4 Vertical Loads End Zone Interior Zone Winward Overhang Transverse Windward Leeward Windward Leeward End Zone Interior Zone Roof Roof Roof Roof < 5:12 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 5:12 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 > 5:12 5.6 -8.8 4.8 -7.5 -5.1 -5.8 Longitudinal -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 Maximum Horizontal Wall Loads Transverse Zone 1E 4E 1 4 < 5:12 9.8 -7.5 7.2 -5.8 5:12 12.1 -10.1 8.8 -7.5 > 5:12 10.7 -8.1 9.1 -6.8 Longitudinal 9.8 -7.5 7.2 -5.8 11/16/2006 Page 1 Design Intelligence, LLC 1037 Erikson Dr. Rexburq, Idaho 83440 SUPER 8 MOTEL ADDITION 1 REXBURG, IDAHO 11/16/2006 Page 2 Component and Cladding Design Wind Pressures - Table 1609.6.2.1(2) Roof Zone Area < 5:12 5:12 > 5:12 1 10 10 -14.6 10 -13.3 13.3 -14.6 1 20 10 -14.2 10 -13 13 -13.8 1 50 10 -13.7 10 -12.5 12.5 -12.8 1 100 10 -13.3 10 -12.1 12.1 -12.1 2 10 10 -24.4 10 -28.2 13.3 -17 2 20 10 -21.8 10 -25.6 13 -16.3 2 50 10 -18.4 10 -22.1 12.5 -15.3 2 100 10 -15.8 10 -19.5 12.1 -14.6 3 10 10 -36.8 10 -28.2 13.3 -17 3 20 10 -30.5 10 -25.6 13 -16.3 3 50 10 -22.1 10 -22.1 12.5 -15.3 3 100 10 -15.8 10 -19.5 12.1 -14.6 Wall 4 10 14.6 -15.8 4 20 13.9 -15.1 4 50 13 -14.3 4 100 12.4 -13.6 5 10 14.6 -19.5 5 20 13.9 -18.2 5 50 13 -16.5 5 100 12.4 -15.1 Roof Overhang Component and Cladding Design Wind Pressures - Table 1609.6.2.1(3) Zone Area < 5:12 5:12 > 5:12 2 10 -21 -27.2 -24.7 2 20 -20.6 -27.2 -24 2 50 -20.1 -27.2 -23 2 100 -19.8 -27.2 -22.2 3 10 -34.6 -45.7 -24.7 3 20 -27.1 -40.5 -24 3 50 -17.3 -33.6 -23 3 100 -10 -28.4 -22.2 1609.6.2.1(4) Height and Exposure Adjustment Coefficient 11/16/2006 Page 2 Design Intelligence, LLC 1037 Erikson Dr. Rexburq, Idaho 83440 SUPER 8 MOTEL ADDITION REXBURG, IDAHO Seismic Reference Code - IBC 2003 Values for Ss, S1, Fa and Fv are taken from Code Control CD using Zip Code 1615.1.2.(1) Fa 1615.1.2(2) Fv 1615.1 Ss 'C `235' g 1615.1 SI g Fa Fv Site Class A - Hard Rock 0.8 0.8 Site Class B - Dense Soil or Soft Rock 1 1 Site Class C - Stiff Sk� Soft�off Site Class 1615.1.2 1615.1.2 Soil SMS = FaSs SM1 = FvS1 A 0.988 0.5168 > B 1.235 0.646 M. 1.2 1.7 � � X55 ' C_ 1 482 "7 1.0982? 14 Design Spectral Resp Accel 1615.1.3 SDS = 2 /3 *SMS SDI = 2 /3 *SMI 0.66196 0.346256 0.82745 0.43282 0.99294 2,5 0.7357946$8'184 1616.2 Seismic Use Group 1616.3 Seismic Design Category scup lz NorrxEssentral Table 1616.3(1) p` Table 1616.3(2) u D Seismic Response Coefficient 1617.6 (Table 1617.6) Response Modification Factor R = 1616.2 (Table 1604.5) Occupancy Importance Factor t3 Basic Fundamental Period Ct Steel Moment Resisting Frame 0.035 Reinforced Concrete Moment Resisting Frame 0.03 All Other Building Systems 0.02 Building Height �fi ft Table 1617.4.2 Cu Approximate Fundamental Period Ta = Ct*hn ^3/4 = b . r; 8 sec Rigid Bldg Site Class Cs = SDS /(R /1) = Max Cs = SDI /(R /I)T = Min Cs = 0.044SDS" I = A 0.1103 0.0164 0.0291 B 0.1379 0.0205 0.0364 C r? 0.1655 1- g I . 0.0349 MW 0.0437 11/16/2006 Page 3 Design Intelligence, LLC SUPER 8 MOTEL ADDITION 1037 Erikson Dr. REXBURG, IDAHO Rexburq, Idaho 83440 Design Seismic Response Coefficient Site Class Cs = A 0.0291 B 0.0364 C 0.0437E Q 6� Q 068' W 1617.4.1 Equiv Lateral Force Method V = CsW = 1617.5.1 Simplified Approach I V= 1.2 *(SDS /R) *W = 0.167141W Determine Method of Seismic Analysis Light Framing Construction Criteria 2 _ 2308.2.1 Building stories stories YES 2308.2.2 Bearing wall floor to floor height 2308.2.3.1 Average DL 2308.2.3.2 Floor Live Loads 2308.2.3.3 Ground Snow Load 9 15 .,a 40 F 170' xy ft psf psf psf YES YES YES NO 2308.2.4 Wind speed 2308.2.5 Truss Span 90 mph ft YES YES 1616.6.1 Simplified Analysis Requirements 1. Does Building meet light frame construction criteria ? 2. Is building of any other construction with flexible diaphragms at every level as defined in section 1602 ? R ....... . Building may use Simplified Analysis Method 11/16/2006 Page 4 Design Intelligence, LLC SUPER 8 MOTEL ADDITION 11/16/2006 1037 Erikson Dr. REXBURG, IDAHO Rexburq, Idaho 83440 Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 1 Roof Carrier Type IF psi Fv psi E psi 'LVL ;`1900QOf? Span = 6 ft Tributary Area ft Loads Point Load = _.41bs Snow Live Load e 35 r ,` psf psf Uniform Load = 840 0 Ibs /ft Ibs /ft Dead Load y I psf 360 Ibs /ft Moment Live Load Moment = 3780 lb-ft = 45360 lb-in Dead Load Moment = 1620 lb-ft = 19440 lb-in Section Modulus Required = 24.92 in3 Section Width = in. Section Depth = ; 925, in. Section Modulus Provided = 49.9 in3 OK Moment of Ineritia Provided = 230.8 in4 Deflection Live Load = 0.06 in. U360 0.20 in. OK Dead Load = 0.02 in. Total = 0.08 in. U240 0.3 in. OK Horizontal Shear fv = 167 psi OK FV = 327.75 psi Allowable Reaction = 3600 Ibs Use 3.5 X 9.25 LVL Page 5 Design Intelligence, LLC SUPER 8 MOTEL ADDITION 1037 Erikson Dr. REXBURG, IDAHO Rexburg. Ida 83440 • 11/16/2006 1-81- 1700 400 ME 01 PARALM 2900 290 2000000 GLB 2400 NMI 1 = 1 FZT rr1II - - - -- DF 1300 95 1900000 1-81- 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 2 Roof Carrier Type LVL ;. fi t Fb psi `'..00 Fv psi 285 E psi 19i�0000 Span = 6 ft Tributary Area = fi ft Loads Point Load = 3600; Ibs Snow Live Load Dead Load ,.r5; i :x s 0 s i� ; P's psf psf Uniform Load = 210 0 90 Ibs /ft Ibs /ft Ibs /ft Moment Live Load Moment = 6345 lb-ft = 76140 lb-in Dead Load Moment = 405 lb-ft = 4860 lb-in Section Modulus Required = 31.15 in3 Section Width = >. 3 Section Depth = s 9 25 in. in. Section Modulus Provided = 49.9 in3 OK Moment of Ineritia Provided = 230.8 in4 Deflection Live Load = 0.08 in. U360 0.20 in. OK Dead Load = 0.01 in. Total = 0.08 in. U240 0.3 in. OK Horizontal Shear fv = 208 psi OK FV = 327.75 psi Allowable Reaction = 2700 Ibs Use 3.5 X 9.25 LVL Page 6 Design Intelligence, LLC 1037 Erikson Dr. Rexburq, Idaho 83440 SUPER 8 MOTEL ADDITION REXBURG, IDAHO 11/16/2006 STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 3 Ridge over Pool Type GC_B F Span = Tributary Fb psi 2400 Area =' Fv psi .,.,.... 44 20 E psi 1800000 ; ft :ft Loads Point Load == Ibs Snow Live Load Dead Load, 35 k (? 3I psf psf psf Uniform Load = 700 0 300 Ibs /ft Ibs /ft Ibs /ft Moment Live Load Moment = 169400 lb-ft = 2032800 lb-in Dead Load Moment = 72600 lb-ft = 871200 lb-in Section Modulus Required = 1210.00 in3 Section Width = Section Depth = ON E 34 in. Section Modulus Provided = 1339.0 in3 OK Moment of Ineritia Provided = 23098.3 in4 Deflection Live Load = 1.42 in. U360 1.47 in. OK Dead Load = 0.61 in. Total = 2.03 in. U240 2.2 in. OK Horizontal Shear fv = 142 psi OK FV = 218.5 psi Allowable Reaction = 22000 Ibs Use 6.75 1 X 34.5 I GLB Page 7 Design Intelligence, LLC 1037 Erikson Dr. Rexburq, Idaho 83440 SUPER 8 MOTEL ADDITION REXBURG, IDAHO 11/16/2006 Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 4 Header Type STEEL' Fb psi 2400p Fv psi 14400 E psi 2900Q(?f}0, Span =4 pE ft Tributary Area = 0 n ft Loads Point Load = 2t b Ibs Snow Live Load Dead Load y 35' �� 0 �a 'a psf psf psf Uniform Load = 0 0 0 Ibs /ft Ibs /ft Ibs /ft i Moment Live Load Moment = 77000 lb-ft = 924000 lb-in Dead Load Moment = 0 lb-ft = 0 lb-in Section Modulus Required = 38.50 in3 Section Width = ` I; Section Depth = 15 9 in. in. Section Modulus Provided = 39.9 in3 OK Moment of Ineritia Provided = 240.0 in4 Deflection Live Load = 0.31 in. U360 0.47 in. OK Dead Load = 0.00 in. Total = 0.31 in. L/240 0.7 in. OK Horizontal Shear fv = 2075 psi OK FV = 16560 psi Allowable Reaction = 11000 Ibs Use I TS 12x4x9/16 ISTEEL Page 8 Design Intelligence, LLC • SUPER 8 MOTEL ADDITION • 1037 Erikson Dr. REXBURG, IDAHO 11/16/2006 Rexburg, Idaho 83440 IType I Fb psi I Fv Dsi IE nsi Page 9 STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 5 Second Floor Carrier Type Fb psi Fv psi E psi (_UL 260Q X85 190000Q S an Tributary Ar ea= f4 ft Loads Point Load Snow # '` 0= psf Uniform Load = 0 Ibs /ft Live Loads Dead Load 46f _ 15 IDS psf 560 210 Ibs /ft Ibs /ft Moment Live Load Moment = 1750 lb -ft = 21000 lb -in Dead Load Moment = 656 lb-ft = 7875 lb-in Section Modulus Required = 11.11 in3 Section Width Section Depth = 15 in in. Section Modulus Provided = -=- 41.1 in3 OK Moment of Ineritia Provided 244.2 in4 Deflection Live Load = 0.02 in. U360 0.17 in. OK Dead Load = 0.01 in. Total _ 0.02 in. U240 0.25 in. OK Horizontal Shear fir = 139 psi OK FV = 285 psi Allowable Reaction = 1925 Ibs Use 1.75 1 X 11.875 jLVL Page 9 Design Intelligence, LLC SUPER 8 MOTEL ADDITION 1037 Erikson Dr. REXBURG, IDAHO Rexburg, Idaho 83440 Type I Fb psi I Fv Ds.i 1E Dsi 11/16/2006 Beam 6 I Second Floor Carrier F Type psi Fv psi E ' 2600 285 Span = 6 z , R Tributary Area =' ` E psi 1�OObbb ft : ft Loads Point Load = §x ..,, ` 95 Ibs Snow Live Load Dead Load 40 psf psf psf Uniform Load = 0 80 30 Ibs /ft Ibs /ft Ibs /ft Moment Live Load Moment = 3248 lb-ft = 38970 lb-in Dead Load Moment = 135 ,lb -ft = 1620 lb-in Section Modulus Required = 15.61 in3 Section Width = in. Section Depth = z 1 C $7 in. Section Modulus Provided = 41.1 in3 OK Moment of Ineritia Provided = 244.2 in4 Deflection Live Load = 0.04 in. &360 0.20 in. OK Dead Load = 0.00 in. Total = 0.04 in. U240 0.3 in. OK Horizontal Shear fv = 163 psi OK FV = 285 psi Allowable Reaction 1292.5 Ibs Use 1.75 X 11.875 LVL Page 10 0 Design Intelligence, LLC 1037 Erikson Dr. Rexburq, Idaho 83440 SUPER 8 MOTEL ADDITION REXBURG, IDAHO 11/16/2006 Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 7 Second Floor Carrier 1Fv Type Fb psi psi E psi I�VL„ 260QyZ85uk Span = °12 ft Tributary Area = xY r6 ft Loads Point Load = 01b Snow Live Load Dead Load 35 E 40 sf psf psf Uniform Load = 210 240 90 Ibs /ft Ibs /ft lbs /ft Moment Live Load Moment = 8100 lb-ft = 97200 lb -in Dead Load Moment = 1620 lb -ft = 19440 lb -in Section Modulus Required = 44.86 in3 Section Width = Section Depth = -E ti E in. in. Section Modulus Provided = 82.3 in3 OK Moment of Ineritia Provided = 488.4 in4 Deflection Live Load = 0.23 in. U360 0.40 in. OK Dead Load = 0.05 in. Total = 0.27 in. U240 0.6 in. OK Horizontal Shear fv = 117 psi OK FV = 327.75 psi Allowable Reaction = 3240 Ibs Use 3.5 X 11.875 LVL Page 11 Design Intelligence, LLC SUPER 8 MOTEL ADDITION 11/16/2006 1037 Erikson Dr. REXBURG, IDAHO Rex bur ,Idaho 83440 Foundation Design Allowable Bearing Capacity 2000 psf Max Roof Span = 44: ft 35r Max Floor Span = Q ft Snow Load psf Wall Height = 1T ft Floor Live Load 4Q psf psf psf Stem Wall Height = 4' ft Stem Wall Width = 8 in. Wall Dead Load 1`5' Roof Dead Load 15" Brick Dead Load V 0 % psf Floor Dead Load f5= psf Exterior Bearing Walls - F1 Proposed Footing 20 ? in C0 in Roof Loads Floor Loads 1100 0 Ibs /ft Ibs /ft Width Depth' Wall Load 255 Ibs /ft. Stem Wall Load 400 Ibs /ft Footing Load 208 Ibs /ft Total 1963 Ibs /ft Bearing Pressure = 1178 psf OK Reinforcing Requirements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 Horizontal 0.002 Reinforcing Bar ga . 0 2: in'in Footing Continuous Reinforcing Count 2 bars Stem Wall Continuous Reinforcing Count 4 bars Vertical - Reinforcing Spacing 18 in. Page 12 Design Intelligence, LLC SUPER 8 MOTEL ADDITION 11/16/2006 1037 Erikson Dr. REXBURG, IDAHO Rexbur ,Idaho 83440 Foundation Design Allowable Bearing Capacity 2000 psf Max Roof Span 35 40' Max Floor Span = 26 ft Snow Load Floor Live Load psf psf Wall Height = 17'ft Stem Wall H eight = 4x ft Wall Dead Load 5F psf Stem Wall Width = x . $ in. Roof Dead Load 15- psf Brick Dead Load Floor Dead Load „15 psf psf Interior Bearing Walls - F2 Roof Loads Floor Loads 0 715 Ibs /ft Ibs /ft Proposed Footing Width' ^' f. in Depth _' X10, in Wall Load 255 Ibs /ft Stem Wall Load 400 Ibs /ft Footing Load 167 lbs /ft Total 1537 Ibs /ft Bearing Pressure = 1153 psf OK Reinforcing Requirements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical Horizontal 0.0012 0.002 Reinforcing Bar k9, m"in Footing Continuous Reinforcing Count 2 bars Stem Wail Continuous Reinforcing Count 4 bars Vertical - Reinforcing Spacing 18 in. Page 13 Design Intelligence, LLC SUPER 8 MOTEL ADDITION 11/16/2006 1037 Erikson Drive REXBURG, IDAHO FXCAUUI , ivai w 00-+-w Spread Footinq Desiqn Values Allowable Soil Bearing Pressure = Min Reinforcing Factor = Concrete Strength @ 28 days Steel Reinforcing (fy) _ Footing - F3 Vertical Page 14 Loads 324:0; Ibs psf ft -Ibs Qmin = V /BL(1 -6e /L) = 1180 psf L = Length ft Soil Wt ,w.: I0` pcf B = Width' ft Use 2 Thickness 1 ft Soil Depth '12,ft Weight 1480 Ibs 0.576 in *in V I 4720 Ibs e = M/V 0.0000 Area = Page 14 Qmax = V /BL(1 +6e /L) = 1180 psf Qmin = V /BL(1 -6e /L) = 1180 psf Reinforcing for Long Direction Use 2 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcing = 0.576 in *in Rebar Size = #4 Area = 0.2 in *in Use 3 #4 9.00 in O.C. Reinforcing for Short Direction Use 2 ft. Wide X 12 . in. Deep Footing Calculated Minimum Reinforcing = 0.576 in *in Rebar Size = #4 Area = 0.2 in *in Use 3 #4 9.00 in. O.C. Page 14 Design Intelligence, LLC SUPER 8 MOTEL ADDITION • 11/16/2006 1037 Erikson Drive REXBURG, IDAHO Rexburg, Idaho 83440 Spread Footing Design Values Allowable Soil Bearing Pressure = 2000, psf 6002 Min Reinforcing Factor = 2500 psi Concrete Strength @ 28 days Steel Reinforcing (fy) _ 0}OOx psi Footing - F4 Description Vertical Moment 060° x ,0 Loads Ibs ft-Ibs L = Length 3 25 ft Soil Wt 110: pcf B = Width W0521 ft Thickness �x y,1y ft Soil Depth x „ -2 'ft Weight 3908.125 Ibs V = 14908.13 Ibs e = M/V 0.0000 Qmax = V /BL(1 +6e /L) = 1411 psf Qmin = V /BL(1 -6e /L) = 1411 psf Reinforcing for Long Direction Use 3.25 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcing = 0.936 in"in Rebar Size = #4 Area = 0.2 Win Use 5 #4 8.25 in O.C. Reinforcing for Short Direction Use 3.25 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcing = 0.936 Win Rebar Size = #4 Area = 0.2 Win Use 5 #4 8.25 in. O.C. Page 15 Design Intelligence, LLC SUPER 8 MOTEL ADDITION 11/16/2006 1037 Erikson Drive REXBURG, IDAHO Kexbur , wano 63440 Spread Footinq Desiqn Values Allowable Soil Bearing Pressure = Min Reinforcing Factor = Concrete Strength @ 28 days Steel Reinforcing (fy) _ Footing - F5 Page 16 Description lVertical I Moment 22000 Ibs b r.., Loads ft -Ibs L = Length 4 5'ft Soil Wt „ y 11Q pcf B = Width 4 5 ft Thickness ;'41 ft Soil Depth 2 ft Weight 7492.5 Ibs V = 29492.5 Ibs e=-MN 0.0000 Qmax = V /BL(1 +6e /L) = 1456 psf Qmin = V /BL(1 -6e /L) = 1456 psf Reinforcing for Long Direction Use 4.5 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcing = .1.296 in *in Rebar Size = #4 Area = 0.2 in *in Use 7 #4 8.00 in O.C. Reinforcing for Short Direction Use 4.5 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcing = 1.296 in *in Rebar Size = #4 Area = 0.2 in *in Use 7 #4 1 8.00 in. O.C. Page 16 Design Intelligence, LLC 1037 Erikson Dr. Rexburg, Idaho 83440 SUPER 8 MOTEL ADDITION REXBURG, IDAHO 11/16/2006 Shear Wall Analysis - Pool Window Wall Wind Load= 22,'psf Roof Height = 1;2' ft Wall Height ft ...._ .. ................_._............ _ 24 ft Length of Long Wall = Area at Mid Height of Wall = 408 ft ^2 Wind Force = 8976 Ibs Shear Wall Length 31 ft Shear /ft in Wall @ Mid Height 290 Ibs /ft Provide 1/2" APA rated sheathing with 8d nails at 4" o.c. @ panel edges and 12" o.c. in the field. Blocking is required. Mfi Seismic Analysis Seismic Multiplier= Roof Dead Load4 Long Wall Length Short Wall Length x' Width ft ft Length „ 24 Load ......._. X24; (inclu de s snow) Weight 25344 Ibs Height Length 124 Load „ `� Weight 8370 Ibs Wall Dead Load Seismic Force @ Mid Height of Wall 5630 Ibs Shear Wall Length "1 ft Shear per ft in Wall @ Mid Height 182 Ibs /ft OK Provide 1/2" APA rated sheathing with 8d nails at 4" o.c. @ panel edges and 12" o.c. in the field. Blocking is required. Page 17