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Home My WebLink AboutALL DOCS & CO - 08-00151 & 08-00152 - Upper Valley Options - Addition0 gaxB Q hA , f d CITY O F ° REX B Id, ul: ing lo g H E 0 `y e' America's Family Community Perm,it • ISSUED TO: PERMIT #: 0800152 NAME: Se /Z Construction Lie FOR THE CONSTRUCTION OF: Upper Valley Options Additio JOB ADDRESS: 269 Dividend Dr GENERAL CONTRACTOR: Se /Z Construction 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 AppQrigWation Date: ___U 06 /10 /200pompletion Date: U STATE Building Inspector STORAGE ARCHIVES THIS PERMIT M( 91 MMANTLY 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 NOTICE on the premises during construction, ' 2) The permit will become null and void in the event of any deviation from the the building beyond the point indicated in each successive inspection without 3. Foundation ■ 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 aDDroval. INSPECTION CARD BUILDING Data Annrevpci 1. Layout 2. Footing 3. Foundation 4. Framing 5. Insulation 6. Drywall 7. Sidewalk 8. Final ELECTRICAL Date Anoroved 1. Rough -In 2. Final 3. Electrical Service OTHER Date Approved 1. Fire Department Fina PLUMBING Date Approved 1. Sewer Service Conn 2. Water Service Conn( 24 Hour Notice and Permit Number required to make inspection appointments For Inspections Call 359 -3020 option 2 ACERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTION o CITY o F Certificate of Occupancy RMURG 0 Americo Family Community City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Building Permit No: 0800152 Applicable Edition of Code: International Building Code 2003 Site Address: 1120 Stocks Ave Use and Occupancy: Upper Valley Options Addition Type of Construction: Type V, non -rated Design Occupant Load: 27 Sprinkler System Required: Yes Name and Address of Owner: Upper Valley Holdings Llc 1120 Stock Ave PERM . NT DOCUMENT Rexburg, ID 83440 Origination Date C 7� ontractor: Se /Z Construction Completion Date DO NOT DESTROY Special Conditions: ( LOCAL STATE STORAGE ❑ ARCHIVES -City of Rexburg Records Management. Occupancy: Institutional - 5 or more children 2 1/2 years or less, 24 hour basis This Certificate, issued pursuant to the requirements of Section 909 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that wes inspected on the date listed wes found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy wes classified. Date C.O. Issued: June 16, 200Q,(02:46P C.O Issued by: Building Official There shall be no further change in the e)asting 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. Plumbing Inspec or: Fire Inspector 1 Electrical inspector: PBZAdministrator: Conditional Occupancy Permit Community Development 19 East Main St janellh@rexburg.org Phone: 208.359.3020x346 Rexburg, ID 83440 www.rexburg.org Fax. 208.359.3024 of ¢ExauRc HEo CITY O F REX nv America's Family Community December 23, 2009 SE /Z Construction 703 John Adams Parkway Idaho Falls, ID 83401 RE: Permit #08 00152, Upper Valley Options Addition Dear SE /Z Construction: You have requested an occupancy permit for 1120 Stocks Ave. At this time it appears 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. 1) Trash enclosure needs to be installed. 2) Any site plan items not complete due to inclement weather need to be completed. A temporary occupancy permit will be issued until 6/1/2009 at which time the above requirements need to be completed. Upon completion of the above requirements, please call the City of Rexburg Building Department at (208) 359 - 3020 extension 326. An inspector will be sent out and a Final Occupancy Permit will be issued. Sincerely, Origination Date: ;3 109 _ Completion Date: I U2 Vq DO NOT DES ROY LOCAL o STATE STORAGE ARCHWES 6it� Of A+Mourq 1460M6 MaMayerrism JaNell Hansen Permit Coordinator /Tech Origination Date: ;3 109 _ Completion Date: I U2 Vq DO NOT DES ROY LOCAL o STATE STORAGE ARCHWES 6it� Of A+Mourq 1460M6 MaMayerrism CITY OF AEXBURG BUILDING PERMIT APPLICATION Please 08 19 E MAIN, REXBURG, ID. 83440 208 - 359 - 3020X326 Upper Valley Options Addition PARCEL NUMBER: 0t r, ( N _ _ _-.1 _ SUBDIVISION: Rexburg Business Park UNIT# BLOCK# 3 LOT# 1 &10 is based on the information - must be OWNERNAME.• Scott Birkinbine CONTACT PHONE # 208-359-3133 (Upper Valley Options) PROPERTY ADDRESS: Rexhiir!2 Business Park, 1120 Stocks Ave, Rexburg PHONE #: Home (208) 523 -4500 Work (208) - i 3 Cell ( OWNER MAILING ADDRESS: 1120 Stocks Ave CITY: Rexburg STATE: ID ZIP: 83440 EMAIL sbirky@hotmail.com FAX 208 - 359 -3163 APPLICANT (If other than owner) SE /Z Construction, LLC (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS 703 John Adams Parkway CITY: Idaho Falls STATE Idaho ZIP 83401 EMAIL pt eve_zambara.o@ zconst —ti c om FAX 208-528-2316 • PHONE #: Home ( ) Work (208) 528 -9449 Cell ( ) CONTRACTOR SE /Z Construction, LLC MAILING ADDRESS: 7 0 3 John Ad ams, P kwa�L CITY Idaho Falls STATE _JJL_ 8 3 4 01 PHONE: Cell# Work# 208 - 528 -9449 Fax# 208 -528 -2316 steve zambarano ®sezconstr ction.com EMAIL IDAHO REGISTRATION # Sr EXP. DATE RCE -13 3 0 12/14/08 How many buildings are located on this property? 1 Did you recently purchase this property? (No) Yes (If yes give owner's name) Is this a lot split? �40) YES (Please bring copy of new legal description of property) PROPOSED USE: Commercial _ (i.e, Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjur 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 al2pliFation and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official „ rev e a permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the applicati�i o e p an n which the ppw9t or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. _2 1 01 / '09 DATE Do you pTefer to e ontacted by fax,(email)or phone? Circle One ME T WARNING — BUILDING PERMIT MUST BE POSTED ON is Plan fees are non - refundable and are paid in full at the time o ie� u i 2 City of Rexburg's Acceptance of the plan review fee doff cops 'tu�te p ip proval� **Building Permit Fees are due at time of application** **Building kl Ie a ^ate .• ^+ ^ ** DO NOT DESTROY LOCAL STATE STORAGE ❑ ARCHIVES 2 -City of Rexburg Records Managemerd- Feb 18 2008 12: 46PM UPW VALLEY OPTIONS 20593163 P.1 Building Safety Department ��Hx�� f C 1 T-T o r Cry f o R�but�p `�,� ■ .,.T (�..� `� q�.. � 4 to g: _ _ D + 'R I'Q F A&M Jff#0�c uW.oM /' Q/- : fi1IV.VY7wY�i► 6]L! .N.�a ��ac�� ►'' .(�.R�C1 F '$17[i LQfi�Fl arrx Rexbtp¢ Ip 834 0 rwww.rexbuwgsxg fox: MM X" " `• , .A►fi'l lwd i t of Legal Interest • sic of Ids&* Collin of f Name Ard U"s V-ex6y,q _ Td•�tia CW T — stsu Being first "y sworn upon - oath, depose and say: (If AppUcan t is also Owner of Record, skip to B) A. That I am the rcgord owner of the pro�erty described on the attached, and I gray permission � ssion tea: SE L Lar��*';r��?lrl `f 0 ;�a� �� y Nana Adduss to submit the accompanying appNcation pertaining. to that property. B. I agree to indemnify, defend and hold Rexburg Cit and its employees hamnless from any claim or liability resulting from any dispute as to the statements contained herin or as to the ownership of the property which is the subject of the ap n, pHcatio. Dated this _ / / 'P � day of ,. _ r ,��ST 2(1 Subscribed and sworn to before me the day and year first above written. No" Pabhc of Idaho . � s Residing at �oNa E4 /� , $C OL z • s w My commission expires: 3 • May 14 2008 12:26PM MSTHEWS #PLUMBING 73439 061 /2008 11:02 PAZ 208 52016 se /z construction I f. Q 0002/OOD2 Please complete the entire Applieationl If the question does not apply fill in NA for non applicable NAME iTnntar Vall ,�0pt PROPERTY ADDRESS t l 5 n g i- nnkm n�ra percnitit SUBDIVISION xb B ss in k N 1 Dwelling Units: fl Parcel Acres: Ili fl SETBACKS FRONT SFDE�y T _ BACI{ AJ A RerrmodcRag Your Building /Umne (need Estimate) Xj SURFACE SQUARE FOOTAGE. (Shall include the exterior wall measurements of the building) First Floor Unfinished Basement area Second floor /loft ar Finished basement area Third floor /loft area Garage are Sh or Barn _ Carport /Deck (W' above grade)Area Water Meter Quantity: '1't ' %. U Water Meter Size: Iy - zf -C'E ) SJts RcgtZIt'cd / PLUMBING �� Plumbing Contractor's Name: QJ i W gL - Kew 5 Business Name: M.OLt& V, Address �Z S f A'rL City — State 'Z� Zip 3� Contact Phone: (f) $f' N B usiness Phone: (ya$') 3 FUTURE Q00* 4ndJudingmuc rnidixtcues� Clothes Washing Machine Sprinldets Dishwasher Z= Tub /Showers Floor Drain _ Toilet /Urinal Garbage Disposal l Water Heater Hot Tub /Spa Water Softener Sinks (Lavatories, kitchens, bar, mop) a Phi inn Estimate $ 5 Q (Cotnmercial Only) Kc ' gnrn dl Signatum arLicensed Cotimztor Licence number Datc Tbr Cbrttprrnr fn Jrbrd k u ibsxi ar regrrirtd by for Stoic of Idohu '.1AY it CITY OF REXBURG P.1 0 '6/05/2908 14 :09 FAX 0 40 Q0002 /0008 05/14/2008 11203 FAX 208 . 5 . 28 .. 23 . 16 se /z construction 0002 /0002 Please complete the entire Applications if t applicable NAME U ley Options 0800152 PROPERTY ADDRESS t 3 7 n Stinnks A ,o SUBDIVISION _g,.xP, „R; nA [z ¢ . Upper Valley Options Addition Kequiredi;Mf M..,,�C11"ICAL Mechanical Contractor's Name: siness Name! Address_ 2 3(P City •`1Z•rxs�,�t�� State L 9� dip, `r ��? Contact Phoae� (.Zo t3.:5 i /n . b� �p Business Phone: Etnaii {'Yl f Y1 W Y1 Mechanical Estimate $ - SA -OQ — (Commercial /Multi Family only) , F1XTUJWS & APPLIANCES COUNT (Single Family .Dwelling only) — Furnace Exhaust or Vent Ducts Furnace /Air Conditioner Combo Heat Pump Air Conditioner . _..�, Evaporative Coolet Unit Heater Space Heater Decorative gas -fired appliance - Incinerator System Boiler Dryer Vents Range liood Vents - Cook Stove Vents Bath ];an Vents other similar vents & ducts: Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Gas Oil Coal Fireplace Electri Hydronic M CC I . o b e sub=dtted with Plans & AUpjQatLo oint O:f DClive 7CV m P show on 12 1 @nom Reel 34gi1atllc of Licensed C:uw.,,ar License narnber Date .» ...... The Q* of RexbHVg'e pernret fee rrheduls it tfn snare at tagrrirsd Gr Nx Stair ofldaho u �.s� CITY OF REXgU Building Safety Department �F�uA;. C IT Y OF • City of Rexburg - REXBURG 19 E Main ionellh@rexburg.org Phone: 208.359.3020 x326 o w,p America' FamilyCommu?Wy Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 C OWNER'S NAME Upper Valley Op tions permit # 08 00152 PROPERTY ADDRESS 1120 Stocks Ave SUBDIVISION Rexburg Business Park Upper Valley Options PHASE LOT #1 & #10 BLOCK #3 ReqtdredMf ELECTRICAL Electrical Contractor's Name 1E /" /qc Business Name Address C l ,r IY3 City Creli "el — State _-r • Zip -un Cell Phone (2ag) Business Phone (,doffs) Fax (,Zo'$) �o'J Email Cii C ° Pll' * r7 Electrical Estimate (cost of wiring &labor) $ . g 1 (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OFINSTALLATION (New Residential includes everything contained within the residential structure and attachedgarage 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 Electric Central Systems Heating and /or Cooling (when not part of a new residential construction pen and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ / Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement /Industry *Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. 6 3 0 '1�5_ atuxe of Licensed Contractor License number Date The sched is the same as required by the State 0 0 • SUBCONTRACTOR LIST Excavation & Earthwork: D.A.L. Enterprises, Inc. RCE- 14185 Concrete: K & C Concrete, Inc. RCE -10046 Masonry: Roofing: BMC RCE — 723 Insulation: BMC RCE — 723 Drywall: Advanced Drywall, LLC RCE -- 18354 Painting: TBD Floor Coverings: Showcase Interiors, Inc. RCE — 1707 Plumbing: .9 Heating: TBD • Electrical: K & D Electric, Inc. Ele. C - 27921 Special Construction (Manufacturer or Supplier) Roof Trusses: BMC RCE — 723 Floor /Ceiling Joists: N/A Siding /Exterior Trim: J & S Sidinq RCE — 5338 Other: Gem State Fire Protection 10875 -A — 4 • Mar 25 2008 9:59AM Gem State Fire Protection 85242119 Building Safety Department city of Rexburg 10 E. Main Phone: 20&3M.3020 burn, 10 $3440 Fax- 2oe.35e=4 P•& APPLIC TION: "CONSTRUCTION PERMIT" CONSTRUCTIONPERMIT #: PERMIT APPROVED: YES / NO $50.00 FEE PAID: YES/NO APPROVED BY: Business Office At % .57 1 D K Q e A t DA 40 F4"S LbA Olin & 3.49 cry our ap Office Ph ne Number: a� Contract r Performing the Work: Cell Phone # C Street Ad Iress Where Work Will Be Done: Business Name Where Work Will Be Done U p p e r V a 1 1 e y O p t i o n s Da Fa Work To Be Done: To September Contact • arson• Phone N mbar: � d - `j�'! 1 7 Cell # 1....._. -- PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: rvi AU rOMATIC FIRE - EXTINGUISHING SYSTEMS 00 FIRE APRESSED GASES ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ❑ FIRE PUMPS AND RELATED EQUIPMENT ❑ FL MMABLE AND COMMBUSTIBLE LIQUIDS ❑ H RDOUS MATERIALS L1 1N USTRIAL OVENS ❑ LP ❑ PRIVATE FIRE HYDRANTS RAYING OR DIPPING ST kNDPIP SYSTEMS tI O Y MEMBRANE STRUCTURES, TENTS, A D CANOPIES LSVI Da licani FD) I 7L. � 3F rg 7 — 71 I ! I t • • Building Safety Department • City of Rexburg 19 E. Main jonellh@rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 VLEXBV* �O :� y C I T Y OF REXBURG Ow Americas Family Community Business Application Questionaire (for the purpose of wastewater permitting) • • 1. Type of business or establishment? Developmental Disabilities AGency 2. Will this business be doing any type of food preparation or cooking? 3. What type of food preparation or cooking will be done? 4. Will there be any deep fat frying? Yes No x 5. Will the facility have food disposal systems? N/A 6. Are you a business planning to occupy an existing building? Add to existing or, are you designing a new facility? 7. Will your business have chemical storage? Yes No x 8. Will this facility operate year round? Yes x No 9. Will there be any grease traps or sumps at the facility? Yes No x 10. Will there be any types of chemicals used at this facility, other than household cleaning solutions? Yes No x 11. Is there any manufacturing of products at this facility? Yes No x Applicant Signature Date 06/05/2008.14:09 FAX • • 0 0003/0008 Page 1 Commercial Heat Loss and Heat Gain Calculation 6/5/2008 Report Prepared By: Mountain West Mechanical Inc. For: Upper Valley Options �C rn # C 0015a Rexburg, Id Design Conditions: Rexburg; Latitude: 43; Time 1:00 PM Indoor: Outdoor: Summer temperature; 75 Summer temperature: 98 Winter temperature: 72 Winter temperature: -25 Relative humidity: 50 Summer grains of moisture: 50 Total Cooling Load: Sensible: Latent: 71,340 RTUH (6 tans ) 59,960 11,380 Total Heating Load: 118,684 STUH PERMANENT DOCUMENT Origination Date: Completion Date: DO NOT DESTROY �( LOCAL STATE STORAGE ❑ ARCHIVES -City of Rexburg Records Management- Daily temperature range: 21 r N - 5 7 CITY OF REXBURG HVAC -Calc Commercial 4.0 by HVAC Computer Systems Ltd. Load calcutatlons are estimates only, actual bads mey very due to weather and construction dltrerences. 888 736 -1101 06/05/2005 14:09 FAX • • Page 1 Commercial Heat Loss and Heat Gain Calculation Report prepared By: Mountain West Mechanical Inc. For: Upper Valley Options Rexburg, Id Design Conditions: Rexburg; Latitude, 43; Time 1:00 PM Indoor: Summer temperature: 75 Winter temperature: 72 Relative humidity: 50 Building Component Sensible Gain (BTUH) Floors 0 --._.........__. -- Walls 887 Windows 3 ,441 Doors ----- - - - - -- 807 Door Leakage - 792 Partitions � - -- - - -_.. Ceilings ._._._...._.._.__ 3,120 Skylights .................... Duct People Ventila Infiltr Lig -- _._..___ ...... Miscellaneous Whole Building - All Components 0 13,500 16,038 0 19 ,680 1,695 58,960 Outdoor: Q0004/0008 6f5/2008 Summer temperature: 98 Winter temperature: -25 Summer grains of moisture: 50 Daily temperature range: 21 Latent Total _ Total Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) 0 0 0 0 887 7,1 68 0 3,441 4,366 0 _._....._.. 807 4,345 0 792 8 1 5 3 . 6 0 0 0 _ . . . � . . . . . .. . . . .. . . . . _ . . . . 0 3J 20 20 7,842 0 0 _ 0 _ 0 0 _ _ 10,800 24,300 0 0 1 6,038 86,427 0 0 0 - 0 - 0 19,680 580 __._..- 2,27 0 11,380 71,340 118,684 (6 tons ) HVAC-Calc Commercial 4.0 by HVAC Computer Systems Ltd. 888 736 -1101 Load calculations are estimates only, actual loads may vary due to weather and construction differences. J36/05/2008 14:10 FAX Q0005/0008 Page I Report Prepared By: Commercial Heat Loss and Heat Gain Calculation Mountain West Mechanical Inc. For: Upper Valley Options Rexburg, Id Design Conditions: Rexburg; Indoor: Summer temperature: Winter temperature: Relative humidity: Building Component Latitude: 43; Time 1:00 PM Outdoor: 75 Summer temperature: 98 72 Winter temperature: .25 60 Summer grains of moisture 50 Daily temperature range: 21 Sensible Gain (BTUH) Floor 2,695 sq.ft. 0 ............. N Wall ....... . ............. 455 sq.ft. ... -- ...... .. .. . .... 180 .. ------ . .......... ... -1- ---- ------ . . Door 1--, -.1 --- 40 sq.ft. 403 Leakage Summer .10 cfm 396 Leakage Winter 20 cfm . .. . ......... . ............ 0 .. .. .. ..... . . ........ E Wall ..... ...... ...... . I .... ........ I ..... 421 sq.ft. ........ . . ........ 339 Door 20 sq.ft. 202 Leakage Summer 10 cfm 198 Leakage Winter ...... 20 cfm ..... .......... .... ... . .. . ......... .. ........ .. .. 0 S Wall __ 400 sq.ft. 181 Wind ow .......... .. ... . ............ . ... 75 s q ft . ................_.__...._ ............ 2,354 . ................. Door 20 s.ft. 202 Leakage Summer 10 cfm 198 Leakage Winter 20 cfm 0 W Wall 366 sq.ft. 187 Window -- 75 sq.ft, 1,087 ----- Ceiling . ..... ... ... ... .. ... .... ... ... ........ ..... . ............ ...... ----- 2,696 sq.ft. .... ............ . . ....... ..... ..... 3,120 ---- ------ -- ......... .. ...' .... People/Vent 64 people 13,500 Ventilation 810 cfm 16,038 ... . ..... ...... .... .............. Infiltration Summer . . . ..... '-- ........... . .. 0 dm .. .......... -- ..... 0 Infiltration Winter 0 cfm .............. 0 Lights 4,800 watts 19,680 ................. Miscellaneous ....... .. . ...... . ..... -.1.111 .... . . . . .......... . ....... -- - 11695 - --------- .. . .. ....... .......... . ..... . Whole Building - All Components 59,960 Latent Total Total Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) .. ........ 0 0 ............ 0 . ....... ... ... ...... .. .. 0 ......... .. . . - 180 ..... ...................... ..... .. ..... 1,986 .... . ........... .. .. 0 .. . 403 2.173 0 396 0 0 0 4,268 ................. . .. ....... .... 0 339 .. . 1,838 . .. ....... 0 . ...... ..... ... . .... 202 1,086 0 198 0 0 0 2,134 ............. . .............. 0 .... 181 ............ ........ ..... .... .......... . . 1,746 0 ... .... ... 2,354 ................ ....... .. 2,183 ---------- 0 .............. . ....... 202 1,086 0 198 0 0 .... 0 2,134 . . ............. 0 .......... ........ 187 --------- 1,598 . . . .......... -... ----- ------------- I 1,087 2,183 0 3,120 --------------- 7,842 ......... . .. .. ....... - -------- - 10,800 - --- - ---------- -- - ---1 24,300 0 0 16,038 ... .... .. ... 86,427 ....... ............... 0 .... 0 0 0 0 0 ......... . ............ . ..... .. 0 19,680 . . ............ 0 580 ---------- ---- ...... 2,276 0 11,380 71,340 118,684 6 tons 0/5/2008 HVAC-Cale Commercial 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only, solvat toads may vary due to weather AM construction olffarsnoe& 96/05/2.008 14:10 FAX Page 1 Report Prepared By: • • IM 0006 /0008 Commercial Heat Loss and Heat Gain Calculation Mountain West Mechanical Inc. For: Upper Valley Options 615!2008 Rexburg, Id Design Conditions: Rexburg; Latitude: 43; Time 1:00 PM Indoor: Outdoor: Summer temperature: 75 Summer temperature: 98 Winter temperature: 72 Winter temperature: -26 Relative humidity: 50 Summer grains of moisture: 50 Daily temperature range: 21 Building Component Sensible Latent Total Gain Gain Beat Gain (BTUH) (BTUH) (BTUH) Total Heat Loss (BTUH) Floor __. ,.. ......- ._._._....----- _..... - -- 0 0 0 0 ... - - - ...._._... - -... -- ......_.... N Wall ......... ,._..__.... 180 _ ...._._...... _...... ............._...._._._._..._.. -- ...... -- - - Door - _ ._ .- 403 ..__._.........._.......... _... . --- .- .__..._....._.___.. 0 403 2,173 Leakage Summer 396 0 396 0 Leakage Winter --.. ..............._.. .._......_.......__......__.... 0 0 0 4,268 ..............._..........._... _................._._......_.._ E Wall ..._._.... -_ .._ .......................- ...._.. - .._.. -...._ ._.._._._....._ ................_..._........__._._._....._..............._.._.... ........._...._........-....___...__.............__........__..........................__....-..._._....__... 339 0 ......._.............._.....__. 339 1,838 Door 202 .._._.._....... --- ....._.__...- 0 -......_....._.. .._....__..._..._......_..... -- 202 ...- .............,.._,_. 1,086 Leakage Summer 198 0 198 0 Leakage Winter 0 0 0 2,134 swell . .....__.._......_........_.._ ............._. ... .... ... .._.._._._._._.__._...._.. 181 0 181 1,746 ..... .._...._...... .... ........ _ -_... Window - ...- ... ... ......... _ ... ........................_..__..,....._ ......_...... .._...._..__.. _ _.._...._._.__..... 2,354 0 __...__._.._.- ._ ..... - ._..- .....__..._...- 2,354 - - -- - 2,183 ............................_.- _...- Door ..... ................ - 202 ....._._...__...... .._..__...._............__._... 0 __...._... _._....,.. 202 ........,. _ ... 1,086 Leakage Summer 198 0 198 0 Leakage Winter 0 0 0 2,134 _.__._...- W Wall __._ ....... .......................................... 187 .........- _._...........__..... 0 -...............-_.......... ....__..__....._._....._....... 187 1,598 Window 1,087 0 1,087 2,183 Ceiling 3,120 0 3,120 7,842 People /Vent 13,500 10,800 24,300 0 Ventilation _............__--- .._._.__... 16,038 0 16,038 86,427 - -- - _..- ........._............ Infiltration Summer _....._......_ ....... ......._..__..__......... 0 ......................_.........__....._.._ . ... _ _ -_-. 0 ......................__......_ 0 0 Infiltration Winter ... ._..._- ................_ .... 0 0 0 0 ......... .... ._.-- - - . --------------.....__._._.... ......_._.,..,.....--- Lights ................._......... _ _ ......... - --- ._...._ - - -- 19,680 - ...._........_........_................... 0 .._....................._...... 19,680 - - ....__......_ -- -- 0 Miscellaneous...._._ ....._.__............. ...... .... ._, ............... ...... 95 . ........._...._ 0 ._._.__...._..__._..._.._...... 2,275 _... 0 __ ...._.__... Whole Building •All Components 59 .... ...._.._.,...._._........_...-....__-........._....__......_.... 11,380 _............_.__._........_... 71,340 118,684 (6 tons ) HVAC -Cale Commercial 4.0 by HVAC Computer Systems Ltd. Load calculation are estimates only, actual loads may vary due to weather and constructlon differences. 888 736 -1101 06/05/2008 14 :10 FAX • • IM0007/0008 Pag 1 Com Heat Loss and Heat Gain C alculat ion 6/ 5/2008 Report Prepared By: Mountain West Mechanical Inc. For: Upper Valley Options Rexburg, id Design Conditions: Rexburg; Latitude: 43; Time 1:00 PM Indoor: Outdoor: Summer temperature: 75 Summer temperature: 98 Winter temperature: 72 Winter temperature: -25 Relative humidity: 50 Summer grains of moisture: 50 Daily temperature range: 21 Building Component Sensible Latent Total 4,366 Gain Gain Heat Gain 807 (BTUH) (BTUH) (BTUH) Ventilation 16,038 0 16,038 Door Leakage 79 0 792 Ceilings 3,12 0 3 1 120 Walls 887 0 887 Total Heat Loss (BTUH) _ 86 ,4_27 8,536 i 7, 842 7,168 Windows 3 ,441 0 3,441 4,366 Doors 807 0 807 4,345 Miscellan 1,695 58 2,275 0 Lights 19,680 .. 0 19,680 0 Infiltration 0 0 0 0 People 13,500 1 0,800 24,300 0 Duct _ 0 0 0 0 Skylights 0 _. ....__ 0 0 Partitio 0 0 0 0 Floors 0 0 0 0 Whole Building - All Components 59,960 __.._... ......... 11,380 71,340 118,684 ( 6 tons ) r1 V /Au- lL;a10 C;ommeroial 4.0 by HVAC Computer Systems Ltd. 888 736 -1101 Load calculations are estlmataa only, actual loads may very due to weather and oonatructlon dukrences. 06/05•/2008 14:10 FAX • • Q0008/0008 Page 1 Commercial Heat Loss and Heat Gain Calculation 6/5/2008 Report Prepared By: Ventil Windows .... ......... Ceilings Miscella Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Peo ple - 13,500 10,800 24,30 0 Lights 19,680 0 19,680 0 Mountain West Mechanical Inc. For: Upper Valley Options Rexburg, Id Design Conditions: Rexburg; Latitude: 43; Time 1:00 PM Indoor: Outdoor: Summer temperature: 75 Summer temperature: 98 Winter temperature: 72 Winter temperature: -25 Relative humidity: 50 Summer grains of moisture: 50 Daily temperature range: 21 16,038 0 16,038 86,42 3, 441 0 3,441 4, 368 3,120 0 3,120 T^ 7,842 1,695 580 2,275 0 W ails Doo Door L eakag e I nfiltration Duct Skylights Partitions 887 0 887 7,168 807 792 0 _ ................_..............._... 0 807 .... ... ........_...._.......... 792 4,345 - 8,536 0 0 0 0 0 0 _0 0 0 0 0 0 Floors Whole Building - All Components 0 0 0 0 59,960 11,380 0 0 0 0. 71,340 118,684 6 tons ) HVAC -Caic Commercial 4.0 by HVAC Computer Systems Ltd. 888736-1 1 Load calculations are eaftetes only, eotuai loads may vary due to weather and construction differences. • • Gary Leikness From: Steve W. Zambarano [steve_ zambarano @sezconstruction.com]�� Sent: Tuesday, June 10, 2008 10:40 AM r/ To: Gary Leikness 17u s Cc: JaNell Hansen; Scott Birkenbine ; sundberg @ida.net Subject: RE: Upper Valley Options: Permit No. 08 -00152 Attachments: image001.gif Importance: High Gary: Thank you for your cooperation and assistance. SE /Z Construction, with Mr. Birkenbine's assistance, hereby commit to work with the Public Works Department to address and resolve any perimeter sidewalk issues and to provide you with a landscape plan. A final plan, with complete implementation of that plan, will be in place prior to requesting Final Inspection and a Certificate of Occupancy. JaNell: If you could let us know when we can pick up the Permit and it's costs, we would appreciate it. Thanks again to everyone. Any questions, please call. From: Gary Leikness [mailto:garyl @rexburg.org] Sent: Tuesday, June 10, 2008 12:07 PM To: steve _zambarano @sezconstruction.com Cc: JaNell Hansen Subject: RE: Upper Valley Options: Permit No. 08 -00152 Scott, vngination Date: Completion Date: DO NOT DESTROY LOCAL STORAGE r`7 STATE STOpggg ��..J1 ANCHWES �r Arc I have released the hold from Planning and Zoning. Work with JaNell to see when your approved permit will be ready for pick -up. Just as a reminder, please submit a statement (this can be an e-mail or a letter) that you will work with the Public Works Department and /or the City Council on the perimeter sidewalk issue prior to the issuance of a final certificate of occupancy. That should give you plenty of time to find out if the City sidewalk is required at this time or for some other date, and not hold you up on obtaining your building permit. Your letter regarding this issue will allow me to stamp your site plan approved. As for landscaping, please submit the landscape plan for review and approval as soon as you can, but no later than before requesting a final inspection. I will need to review it to see if it meets the intent of the ordinance and to insure that no plantings will be located in "clear vision" areas for traffic safety. Regarding the requirement for "community features" or Enhancements as you refer below, this is a requirement for your type of development. This can be as simple as a flag pole with rocks and landscaping around it, and a park bench in another area. The intent of this ordinance is to create interesting places for the public. Look at the seating areas in front of Walgreens, that is how they satisfied this requirement, and is a fairly decent example. If you show on your landscaping plan on what you propose, that should suffice. I signed off on this requirement in our system with the note that you would address this with your landscape plan. Thank you for your tim• the phone today, and thank you for working through all of these issues. Let me know if you have any questions, or need clarification. Sincerely, Gary Gary Leikness P &Z Administrator 19 E Main PO Box 280 Rexburg, Idaho 83440 E -mail- garvl @rexburg.org Phone- (208)359 -3020 Ext. 314 From: Steve W. Zambarano [mailto:steve_zambarano @sezconstruction.com] Sent: Tuesday, June 10, 2008 9:16 AM To: JaNell Hansen; Gary Leikness Cc: 'Donna Cecil'; 'Scott Birkinbine' Subject: Upper Valley Options: Permit No. 08 -00152 Importance: High JaNell / Gary: Pursuant to the attached excerpt from the Building Permit Review comments dated June 10, 2008: we provide the following comments. -1- Perimeter sidewalks: The proposed construction location is within Phase I of the Industrial Park. At the time this development was constructed, perimeter sidewalks were not required. Thus, this should not be made a requirement now. This new construction should be "grandfathered" under the old requirements. -2- Building fagade (south elevation): We propose that the fact we have a canopy with columns at this southern elevation satisfies the requirement noted. Please consider this in your review. -3- Enhancements: We do not see where this requirement comes into play in this location since this area was developed under Phase I requirements. As noted above, pedestrian sidewalks were not required under Phase I. The review comment states that "Any such areas shall have direct access to the public sidewalk network... ". Since no public sidewalks were required under Phase I, there would be no enhancement requirement since there are no sidewalks to tie into. Please reconsider the review comment in this light. If we must meet with the Reviewer to discuss these in person in an effort to resolve these items, we are very willing to do. Let us know a time and date; and we will be there. Thank you for your consideration in this matter SE /Z Construction, L.L.C. Tel: 208 - 528 -9449 Fax: 208 -528 -2316 5iewllt smote 5;uW' ;V4W14?'C&09 1105 Iona Road Idaho Falls, ID 83403 -2620 May 20, 2008 City of Rexburg P.O. Box 280 Rexburg, ID 83440 REFERENCE: Upper Valley Options Rexburg, Idaho Gentlemen: Gem State Fire Protection has been notified by SE /Z Construction of their intent to award Gem State Fire Protection a contract on the above referenced project. This system to be designed per N.F.P.A. # 13. At this time Gem State Fire Protection is preparing shop drawings and will submit them to the City of Rexburg, as soon s they are complete. PERMANENT M Origination Date: . . 08' Completion Date: DO NOT DESTR Y hTORA OCAL a STATE ARCHNES Y urs Very Joe C. Mori Gem State 1 •OKY of Raxbu►q Mobordli Nfw4aement= R i ` • • r t i UPPER VALLE) 0800152 REXBURG, IDA Upper Valley Options Addition STRUCTURAL DESIGN CALCULATIONS FOR THE ADDITON TO THE EXISTING UPER VALLEY OPTIONS BUILDING LOCATED IN REXBURG, IDAHO Prepared For: Sundberg & Associates Architects Idaho Falls, Idaho Designed by: Mark D. Andrus, PE Project #07323 n �J s� TABLE OF CONTENTS DESCRIPTION PAGE General Design Criteria Design Load Calculations Lateral Design (Wind & Seismic) Gravity Design 1.1 2.1 -2.8 �S g *OF `oPQJ� ' _D. AtO 3.1-3.4 PERM ANENT - T L T 4 ' l drt g d ination Date ? Completion Date: � At DO NOT DESTROY LOCAL STATE STORAGE L.J ARCHIVES =0q 0 mm" MW ro MfulAgo mt� G & S Structural Engineers 1600 John Adams Parkway Suite 200 Idaho Falls, ID 83401 E -mail: gs @gsengineers.net Fax: (208) 523 -6922 Telephone: (208) 523 -6918 W I Telephone: (208) 523 -6918 G & S StructVal Engineers 1600 John Adams Parkway Suite 200 Idaho Falls, ID 83401 E -mail: gs @gsengineers.net GENERAL DESIGN CRITERIA Fax: (208) 523 -6922 Project: Upper Valley Options (Project #07323) Location: Rexburg Idaho Building Code: 2003 International Building Code (IBC) Design Loads: Roof: Snow Load (SL): 35 PSF (Importance factor = 1.0) Dead Load (DL): 20 PSF • Floor: 4" Concrete slab on grade Soil: Assumed soil type: clay, sandy clay, silty clay, clayey silt, silt and sandy silt Allowable soil pressure: 1500 PSF (Per IBC Table 1804.2) Design soil pressure: 1500 PSF Wind: 90 -mph 3- second gust Exposure C Importance factor: 1.0 Seismic: Ss = 60.6% g Sos = .531 g S1 = 19.3% g SDI = .261 g Site class D Design Category D Importance factor 1.0 R =6.5 20% of snow weight used in seismic force calculations • Sheet 1.1 G & S Structural Engineers JOB TITLE Upper Valley Options i 1600 John Adams Pkwy., Suite In Idaho Falls, ID 83401 qW �o. 07323 SHEET NO. CALCULATED BY M. Andrus DATE f , CHECKED BY M. Andrus DATE 4 www.s 0 2,1 CODE SUMMARY Code: International Building Code 2003 Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor 100 psf Stairs & Exitways N/A Balcony N/A Mechanical N/A Partitions N/A Dead Loads: Floor slab on grade Roof 20.0 psf Roof Snow Loads: Design Roof Snow load = 35.0 psf Flat Roof Snow Load Pf = 35.0 psf Snow Exposure Factor Ce = 1.00 Importance Factor I = 1.00 Thermal Factor Ct = 1.00 Ground Snow Load Pg = 50.0 psf Rain on Snow Surcharge = 0.0 psf Sloped -roof Factor Cs = 1.00 • Wind Design Data Basic Wind speed 90 mph Mean Roof Ht (h) 14.5 ft Building Category H Importance Factor 1.00 Exposure Category C Enclosure Classif. Enclosed Building Internal pressure Coef. +/ -0.18 Directionality (Kd) 0.85 Earthquake Design Data Seismic Use Group: = I Importance Factor I = 1.00 Mapped spectral response Ss = 60.60 ° /og accelerations S1 = 19.30 ° /og Site Class = D Spectral Response Coef. Sds = 0.531 Shc = 0.261 Seismic Design Category = D Basic Structural System = Bearing Wall Systems Seismic Resisting System = Light frame walls with shear panels - wood structural panels /sheet steel pane Design Base Shear V = 0.082W Seismic Response Coef. Cs = 0.082 Response Modification Factor R = 6.5 Analysis Procedure = Equivalent Lateral -Force Analysis 0 2,1 t i 0 THERE IS NO 2.2 STRUCTURAL CALCULATIONS SHEET • 0 G & S Structural Engineers 1600 John Adams Pkwy., S 0 i Idaho Falls, ID 8340 K 0 JOB TITLE Upper Valley Options JOBW. 0 7 323 SHEET NO. CALCULATED BY M. Andrus DATE 9/13/07 CHECKED BY M. Andrus DATE www.straware.com Code Search I. Code: International Building Code 2003 II. Occupancy: Occupancy Group = III. Type of Construction: Fire Rating: Roof= Floor = IV. Live Loads: R Residential 0.0 hr 0.0 hr Roof angle (6) 4.00 / 12 18.4 deg Roof 0 to 200 sf. 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor 100 psf Stairs & Exitways N/A Balcony N/A Mechanical N/A Partitions N/A • V. Wind Loads: ASCE 7 - 02 Importance Factor 1.00 Basic Wind speed 90 mph Directionality (Kd) 0.85 Mean Roof Ht (h) 14.5 ft Parapet ht above grd 0.0 ft Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/- 0.18 Building length (L) 145.7 ft S �a Leastwidth (B) 55.3 ft;; Kh case 1 0.849 Kh case 2 0.849.r #; 4 .............. .... A. Topographic Factor (Kzt) Topography Flat ?:f" � . }; . X Hill Height (H) 80.0 ft Half Hill Length (Lh) 100.0 ft Actual H/Lh = 0.80 ESCARPMENT Use H/Lh = 0.50 Modified Lh = 160.0 ft ? From top of crest: x= 50.0 ft z Bldg up /downwind? downwind Vl KfUj.'•�9llil} :;:� !fr ind H/Lh= 0.50 K - 0.000 i — 94 .. • x/Lh = 0.31 K = 0.792 H/' H z/Lh = 0.09 K — 1.400 h Nt "? At Mean Roof Ht: M•.... :.:::......:.:.. .. Kzt = (1 +K ^2 = 1.000 2D RIDGE or 3D A.XISYMMETRIDAiL HILL 7'a G & S Structural Engineers 1600 John Adams Pkwy., Su �O 1 I Idaho Falls, ID 83401 JOB TITLE Upper Valley Options + JOB NO. 073 SHEET NO. CALCULATED BY M. Andrus DATE 9/13/07 CHECKED BY M. Andrus DATE V. Wind Loads - MWFRS h :!M' (Low -rise Buildings) Enclosed /partiallV enclosed only rX 2.5 h q S i i ,43E 2 Aiz ur�n�c :ter MIMME; ILP.3- xux1li r- Transverse Direction Kz = Kh = 0.85 (case 1) Base pressure (qh) = 15.0 psf GCpi = +/ -0.18 • ~ � Ir 1E ' 1~�.ra}afll ITl�PI 1k7 PA%L&r -ELXC t 'tif xr sr Longitudinal Direction Edge Strip (a) End Zone (2a) Zone 2 length = Torsional loads are 25% of zones 1 - 4. See code for loading diagram 5.5 ft 11.1 ft 27.7 ft Wind Surface pressures (psfl 1 Transverse Direction Longitudinal Direction -7.6 -13.0 0.0 psf (GCpn = -1.1) 3 Perpendicular 8 = 18.4 deg Parallel 0 = Odeg to L) Surface GCpf w / -GCpi w / +GCpi GCpf w / -GCpi w / +GCpi -5.9 psf 1 0.52 0.70 0.34 0.40 0.58 0.22 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 _F 3 -0.47 -0.29 -0.65 -0.37 -0.19 -0.55 4 -0.42 -0.24 -0.60 -0.29 -0.11 -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 lE 0.78 0.96 0.60 0.61 0.79 0.43 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.67 -0.49 -0.85 -0.53 -0.35 -0.71 4E -0.62 -0.44 -0.80 -0.43 -0.25 -0.61 Wind Surface pressures (psfl 1 10.4 5.0 8.7 3.3 2 -7.6 -13.0 -7.6 -13.0 0.0 psf (GCpn = -1.1) 3 -4.3 -9.7 -2.8 -8.2 to L) 4 -3.5 -8.9 -1.6 -7.0 -3.3 psf 5 -4.0 -9.4 -4.0 -9.4 -5.9 psf 6 -4.0 -9.4 -4.0 -9.4 End Zone: Wall lE 14.4 9.0 11.8 6.4 2E -13.3 -18.7 -13.3 -18.7 3E -7.4 -12.8 -5.2 -10.6 _F 4E -6.6 -11.9 -3.7 -9.1 Windward roof overhangs: 10.2 psf (upward) add to windward • VIIDMIDWARD L�'ER.zfRNii roof pressure Parapet Windward parapet: 0.0 psf (GCpn = +1.8) Leeward parapet: 0.0 psf (GCpn = -1.1) Horizontal MWFRS Simple Diaphragm Pressures (pst) Transverse direction (normal to L) Interior Zone: Wall 13.9 psf Roof -3.3 psf End Zone: Wall 20.9 psf Roof -5.9 psf Longitudinal direction (parallel to L) Interior Zone: Wall 10.3 psf End Zone: Wall 15.6 psf VIIDMIDWARD L�'ER.zfRNii WT df'iWARI��nO:'.Z^• - - - 1 r i - VERTICAL i1 1.. m T }-- -- s .. 1 "'x�.i� StxS � ELFZ.'x'iTICi2? •. , 1 'W1bLJWARD ROOF • 7 'v3Ari: FJ.Xii _F ! _ - , . r Y L 07dC�SI'UL�Lhir� L �.L �5T_<iTI01F 2,1 0 G & S Structural Engineers 1600 John Adams Pkwy., Su Idaho Falls, ID 83401 JOB TITLE Upper Valley Options Ank JOB NO. 07323 SHEET NO. CALCULATED BY M. Andrus DATE CHECKED BY M. Andrus DATE V. Wind Loads - Components & Cladding: Buildings 160' & Alternate design 60' <h <90 Kz = Kh (case 1) = 0.85 GCpi = +/ -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 15.0 psf a= 5.5 ft 700sf, MWFRS pressure may be used. Minimum parapet height at building perimeter = 0.0 ft Roof Angle = 18.4 deg Type of roof =Gable is Roof Ares Negative Zone Negative Zone Negative Zone: Positive All Zone Overhang Zone, Overhang Zone Walls Are: Negative Zone Negative Zone: Positive Zone 4 & Pa rapCt GC +/- GC pi Surface Pressure sf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 70 sf -1.08 -1.01 -0.98 -16.2 psi -15.1 psi -14.7 psf -15.7 psf -14.9 p -1.88 -1.53 -1.38 -28.1 psf -22.9 psi -20.6 psf -25.9 psf -21.8 psf -2.78 -2.36 -2.18 -41.6 psf -35.3 psf -32.6 p -38.9 psf -34.0 psf 0.68 0.54 0.48 10.2 psf 10.0 psf 10.0 psf 10.0 psf 10.0 ps -2.20 -2.20 -2.20 -32.9p4 -32.9 psi -32.9 psf -32.9 psf -32.9 ps -3.70 -2.86 -2.50 -55.4 ps -42.8 psf -37.4 p -50.0 psf -40.2 ps GC +/- GC pi Surface Pressure sf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf -1.28 -1.10 -0.98 -19.2 psf -16.5 psf -14.7 psf -17.3 p -15.7psi -1.58 -1.23 -0.98 -23.6 psf -18.4 psf -14.7 psf -19.9 p -16.8 psf 1.18 1.00 0.88 17.7 psf 15.0 psf 13.2 psf 15.8 psf 14.2 ps qp = 0.0 psf CASE A = pressure towards building CASE B = pressure away from building Rooftop Structures & Equipmen Dist from mean roof height to centroid of Af = 10.0 ft Height of equipment (he) = 15.0 ft Cross - Section Square Directionality (Kd) 0.90 Width (D) 10.0 ft Type of Surface N/A Solid Parapet Pressure 10 sf 100 sf 500 sf CASE A : Interior zone 0.0 psf 0.0 psf 0.0 ps Corner zone: 0.0 ps 0.0 ps 0.0 ps CASE B : Interior zone 0.0 psf 0.0 psf 0.0 ps Corner zone: 1 0.0 psf1 0.0 psf 0.0 ps Square (wind along diacona C = Cf = 1.01 Af = 10.0 sf Adjustment Factor (Adj) = 1.90 F = qz G Cf Af Adj= 15.1 Af F = 151 lbs F Gust Effect Factor (G) = 0.85 Base pressure (qz) = 19.5 Kd psf h/D = 1.50 Square (wind normal to face C = 1.31 A = 10.0 sf Adjustment Factor (Adj) = 1.900 F = q G C Adj= 19.5 Af F = 195 lbs Z,� i r i Location of Wind Pressure Zones 7a �C1 a8 a; L�? �� ! ti� $._ Q) K f i t ► I J �, I L _ Monoslope roofs 10° < 0:530' 0 > 7 degrees 0 > 7 de • G & S Structural Engineers 1600 John Adams Pkwy., Su Idaho Falls, ID 83401 ' JOB TITLE UDDer Valley C)DtiOnS JOB NO. 07323 SHEET NO. CALCULATED BY M. Andrus DATE CHECKED BY M. Andrus DATE 2, La 4 L :01 I i 4) i I i L i•..� f r y .. 0 5 7 degrees and Monoslope roofs Monoslope _ <3 degrees 3 < 0 _< 10 2, La G & S Structural En W 1600 John Adams Pkwy., 0 Idaho Falls, ID 83401 JOB TITLE Upper Valley Options JOB NO. SHEET NO. CALCULATED BY M. Andrus DATE 9/13/07 CHECKED BY M. Andrus DATE VI. Seismic Loads: IBC 200 http: /egint.cr.usgs.gov /eg- men /html /lookup- 2002 - interp- 06.htm Seismic Use Group: I p = redundancy coefficient Importance Factor (1) : 1.00 Q = horizontal seismic force Site Class : D D = dead load Ss (0.2 sec) = 60.60 %g S 1 (1.0 sec) = 19.30 %g Fa = 1.315 Sins = 0.797 Sds = 0.531 Design Category = D Fv = 2.028 Sail = 0.391 Shc = 0.261 Design Category = D Seismic Design Category = D Number of Stories: 1 .. Cu = 1.44 Structure Type: Light Frame = CuTa = 0.214 Plan Structural Irregularities: No plan Irregularity Use T = 0.149 Vertical Structural Irregularities:No vertical Irregularity Flexible Diaphragms: Yes Building System: Bearing Wall Systems Seismic resisting system: Light frame walls with shear panels - wood structural panels /sheet steel panels System Building Height Limit: 65 ft Actual Building Height (hn) =14.5 ft See ASCE7 Section 9.5.2.2.4 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS IBC2003 Simplified Analysis • Response Modification Factor (R) = 6.5 6.5 System Over - Strength Factor (0o) = 2.5 2.5 Deflection Amplification Factor (Cd) = 4 4 Sds = 0.531 Shc = 0.261 Code Reference Section for Detailing :2306.4.1 / 2211 p = redundancy coefficient Seismic Load Effect (E) = p Q E +/- 0.2S D = p QE +/- 0.106D Q = horizontal seismic force Special Seismic Load Effect (Em) = Oo QE +/- 0.2% D = 2.5 Q +/- 0.106D D = dead load PERMITTED ANALYTICAL PROCEDURE Index Force Analysis (Seismic Category A only) Method Not Permitted Simplified Analysis - Permitted Design Base Shear V= 1.2SdsW /R = 0.098W Equivalent Lateral -Force Analysis - Permitted Building period coef. (C = 0.020 Cu = 1.44 Approx fundamental period (Ta) = C = 0.149 sec x= 0.75 Tmax = CuTa = 0.214 User calculated fundamental period (T) = 0 sec Use T = 0.149 Seismic response coef. (Cs) = SdsI/R = 0.082 need not exceed Cs = Shc I/RT= 0.270 but not less than Cs = 0.044SdsI = 0.023 USE Cs = 0.082 Design Base Shear V = 0:082W Model, Linear & Nonlinear Response Analysis - Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x n G & S Structural Eng W S 1600 John Adams Pkwy. S Idaho Falls, ID 8340 0 35.0 psf 0.0 psf 35.0 psf 0.0 psf Roof slope = 18.4 deg Horiz. eave to ridge dist (W) = 27.7 ft Roof length parallel to ridge (L) = 145.7 ft Type of Roof Ground Snow Load Importance Category Importance Factor Thermal Factor Exposure Factor Pf = 0.7 *Ce *Ct *I *Pg Pf min Hip or gable Pg = 50.0 psf = II I = 1.0 Ct = 1.00 Ce = 1.0 Flat Roof Snow Load Pf = Rain on Snow Surcharge = Unobstructed Slippery Surface (per Section 7.4) _ Sloped -roof Factor Cs = VII. Snow Loads : Design Roof Snow Load (Ps) = Building Official Minimum = Unbalanced Snow Loads - for Hip & Gable roofs onl 70/W + 0.5 = Windward snow load = Leeward snow load = Leeward Snow Drifts - from adiacent higher roof Adjacent structure factor Exposure Factor, Ce 1.00 Snow density y = 20.5 pcf Fh Terrain Balanced snow height hb = 1.71 ft A he n/a he = 5.29 ft B he /hb >0.2 = 3.1 Therefore, design for drift 1.0 Drift height lid = 4.79 ft Drift width w = 19.15 ft Surcharge load: pd = g *hd = 98.1 psf_ Windward Snow Drifts - Against walls. parapets. etc more than 15' long Building roof length lu = 100.0 ft Projection height h = 0.0 ft Snow density y = 20.5 pcf Balanced snow height hb = 1.71 ft he = -1.71 ft hc/hb <0.2 = -1.0 Therefore, no drift Drift height hd = 0.00 ft Drift width w = -21.67 ft Surcharge load: pd = g *hd = 0.0 psf no 1.00 JOB TITLE Upper Valley Options AM JO 7323 SHEET NO. CALCULATED BY M. Andrus DATE 9/13/07 CHECKED BY M. Andrus DATE 35.0 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the 35.0 psf design roof snow load so as to produce the greatest possible effect - see code. t 3.0 deg Unbalanced snow loads must be applied 10.5 psf = 0.3 *Pf*Cs 52.5 psf = 1.2(1 +b /2)Ps /Ce Upper roof length lu = 145.0 ft Projection height h = 7.0 ft LU Building separation s = 0.0 ft i Surcharge Load Due to Drifting Balanced Snow Load i W '1 Exposure Factor, Ce Exposure of roof Terrain Fully Partially Sheltered A n/a 1.1 1.3 B 0.9 1.0 1.2 C 0.9 1.0 1.1 D 0.8 0.9 1.0 Above treeline 0.7 0.8 n/a Alaska -no trees 0.7 0.8 n/a 35.0 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the 35.0 psf design roof snow load so as to produce the greatest possible effect - see code. t 3.0 deg Unbalanced snow loads must be applied 10.5 psf = 0.3 *Pf*Cs 52.5 psf = 1.2(1 +b /2)Ps /Ce Upper roof length lu = 145.0 ft Projection height h = 7.0 ft LU Building separation s = 0.0 ft i Surcharge Load Due to Drifting Balanced Snow Load i W '1 Project Project No. Q 3 Date — lam J y besitgned By .F X r� S&1) ) 5, , C_ ;b 1116, 07 --e F"Cp— =�`f1� = 1`,Desa)�'Z.C- -e u>)�')z(1 5 = (02''1z lbS ; *r; OI Rz� r { f.�ti, r� � • "� rte€ �=- v �., �-A r� w I `fib) ) �� - r.°� 1y ; t' =I Y`Ev:c�✓ut�1 — S P�p��r°: 0--p _ s G L= - • G &S Structural Engineers Sheet �' Project — Project No. D 3 Date `Designed By • b lbs t 001 vzt( YZI Z) H 4- 1 �b5 • p d - 1 ,- C . 2L �O 0 71 2 � Z 20 f -4-,1%; zz� 4 tq 50 I_ • G&S Structural Engineers Sheet & 7' i Project 4weG .: �s ,, �j; °r;'- <12 Project No. Q Date -ems `Designed By � �` • • .,�� US�Y.LO °- m- �'°` =to�� ' I'L � .! �'� �` 'J2. J� �t `; ?tr� ✓ tG�I + `J2 ��i�lllf �Z1 fff = F C5-1) tk 5 try U A.- - Ir- tf C. I. - 7"A0 es z w/ a,) nA;Is C n C, i b4 • G &S Structural Engineers Sheet &, Z Proje6t Project No. — AW32 Date Designed By • A)A /I a 0 o"f'A ry LO 9M '9 1 ,11 > 0 7 P1 /VIP & C) �- 1 ; fvv t • G&S Structural Engineers Sheet 34 C�, Project Project No. 6��" Date NOW Designed By • 0 � —4r- Wx 10 "1/ 0 'X 2- Cp 0 1v&q G&S Structural Engineers Sheet �/ , Y) L'OS-L, a� 57 � 5� acs G ax, 9 0 � —4r- Wx 10 "1/ 0 'X 2- Cp 0 1v&q G&S Structural Engineers Sheet �/ AdIlk COMPANY OJECT Mark Andrus Wood Works ® G &S Structural Engineers Idaho Falls, Idaho SOrrWA$f rOR WOOD DESIGN Sep. 13, 2007 10:08:05 Design Check Calculation Sheet Sizer 2004 LOADS ( Ibs, psf, or plf ) MAXIMUM REACTIONS Ibs and BEARING LENGTHS (in): d ' `s5" xr, �3��.:� ., .;a ` �. .a kl. apt, :�,'�^��a, �� n'',`= �.=��• 0' 4' Load Type Distribution Magnitude Location [ft] Pattern 2066 fv /Fv' = 0.51 2066 fb = 993 Total Start End Start End Load2 0.02 = <L/999 Bearing: Loadl Dead Full UDL 590.0 0.20 No Total Defl'n Load2 Snow Full UDL 1033.0 2 No Length MAXIMUM REACTIONS Ibs and BEARING LENGTHS (in): d ' `s5" xr, �3��.:� ., .;a ` �. .a kl. apt, :�,'�^��a, �� n'',`= �.=��• 0' 4' Lumber n -ply, D.Fir -L, No.2, 2x8 ", 3 -Plys Self Weight of 7.75 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; I SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in) Criterion Dead 1195 Analysis/Design 1195 Shear Live 2066 fv /Fv' = 0.51 2066 fb = 993 Total 3261 3261 0.02 = <L/999 Bearing: Live Defl'n 0.03 = <L/999 0.13 = L/360 0.20 Total Defl'n 0.04 = <L/999 LC number 2 2 Length 1.2 1.2 Lumber n -ply, D.Fir -L, No.2, 2x8 ", 3 -Plys Self Weight of 7.75 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; I SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv = 105 Fv' = 207 fv /Fv' = 0.51 Bending( +) fb = 993 Fb' = 1428 fb /Fb' = 0.70 Dead Defl'n 0.02 = <L/999 Live Defl'n 0.03 = <L/999 0.13 = L/360 0.20 Total Defl'n 0.04 = <L/999 0.20 = L/240 0.21 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +S, M = 3261 lbs -ft Shear : LC# 2 = D +S, V = 3261, V design = 2276 lbs Deflection: LC# 2 = D +S EI= 76.21e06 lb -in2 /ply Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required. • COMPANY 1 { Mark Andrus go ` /O y �� G&S Structural Engineers �/ � ` Idaho Falls, Idaho SOffTWder roe WOOD DFSIGh Sep. 13, 2007 10:08:58 • Design Check Calculation Sheet Peaml Sizer 2004 LOADS ( Ibs, psf, or pif ) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Ll � ri � . .. - , � �, s. far; . '� .r.�, , :-��` a � .<m�,4t , t . w�'✓: � ;�- ..'� -,�.�, �. «.uas„':., .. 3;a»� .,.x,�. �k�*. r 0' 6' Load Type Distribution Magnitude Location [ft] Pattern 420 = Fv' 207 420 Total Start End Start End Load? Dead Defl'n Loadl Dead Full UDL 80.0 No 0.05 = <L/999 Load2 Snow Full UD 140.0 2 No Length MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Ll � ri � . .. - , � �, s. far; . '� .r.�, , :-��` a � .<m�,4t , t . w�'✓: � ;�- ..'� -,�.�, �. «.uas„':., .. 3;a»� .,.x,�. �k�*. r 0' 6' Lumber n -ply, D.Fir -L, No.2, 2x8 ", 1 -ply Self Weight of 2.58 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in) . Dead 248 Design Value 248 Live 420 = Fv' 207 420 Total 668 Fb' = 1242 668 Dead Defl'n 0.03 = <L/999 Bearing: Live Defl'n 0.05 = <L/999 0.20 = L/360 LC number 2 2 0.09 = L/845 Length 1.0 1.0 Lumber n -ply, D.Fir -L, No.2, 2x8 ", 1 -ply Self Weight of 2.58 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in) . Criterion Analysis Value Design Value Analysis/Design Shear fv = 74 = Fv' 207 fv /Fv' = 0.36 Bending( +) fb = 915 Fb' = 1242 fb /Fb' = 0.74 Dead Defl'n 0.03 = <L/999 Live Defl'n 0.05 = <L/999 0.20 = L/360 0.27 Total Defl'n 0.09 = L/845 0.30 = L/240 0.28 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Ell 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +S, M = 1002 lbs -ft Shear : LC# 2 = D +S, V = 666, V design = 533 lbs Deflection: LC# 2 = D +S EI= 76.21e06 lb -in2 Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. L_J //,s rm r � u 1 W COMPANY q Mark Andrus W o od Works G &S Structural Engineers Idaho Falls, Idaho " Sep. 13, 2007 10:10:02 Design Check Calculation Sheet Sizer 2004 I LOADS ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 630 Total Start End Start End Load? Loadl Dead Full UDL 80.0 Bearing: No Load2 Snow Full UDL 140.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Dead 383 Value 383 Live 630 Shear 630 Total 1013 207 1013 Bending( +) fb = 1041 Fb' = Bearing: fb /Fb' = 0.84 Dead Defl'n 0.08 LC number 2 2 Length 1.0 = L/796 1.0 Lumber n -ply, D.Fir -L, No.2, 2x8 ", 2 -Plys Self Weight of 5.17 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in) • Criterion Analysis Value Design Value Anal sis /Desi n Shear fv = 60 Fv' = 207 fv /Fv' = 0.29 Bending( +) fb = 1041 Fb' = 1242 fb /Fb' = 0.84 Dead Defl'n 0.08 = <L/999 Live Defl'n 0.14 = L/796 0.30 = L/360 0.45 Total Defl'n 0.22 = L/495 0.45 = L/240 0.48 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +S, M = 2280 lbs -ft Shear : LC# 2 = D +S, V = 1013, V design = 877 lbs Deflection: LC# 2 = D +S EI= 76.21e06 lb -in2 /ply Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required. • 0' 9' 0 J Ask COMPANY OJECT Mark Andrus Wo odWor k s" G &S Structural Engineers Idaho Falls, Idaho R Sep. 13, 2007 10:16:32 Design Check Calculation Sheet Sizer 2004 LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Axial UDL 590 (Eccent = 0.00 in) Load2 Snow Axial UDL 1032 (Eccent = 0.00 in) Load3 Wind Full Area 18.00 (16.0)* No *Tributary Width (in) MAXIMUM REACTIONS (lbs): 0' 9 Dead Live 108 108 Total 108 108 Lumber Stud, D.Fir -L, No.2, 2x6" Spaced at 16" c/c; _ If Weight of 1.96 pif automatically included in loads; Pinned base; Loadface = width(b , 11 x.( 0.00 [ft]; Ke x Ld: 1.00 x 9.00= 9.00 [ft]; Lateral support: top = Lb, bottom = Lb; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in) Criterion Anal sis Value Desi n Value Anal sis /Design Shear fv = 20 Fv' = 266 fv /Fv' = 0.07 Bending(+) fb = 385 Fb' = 2153 fb /Fb' = 0.18 Axial fc = 264 Fc' = 982 fc/Fc' = 0.27 Axial Bearing fc = 264 Fc* = 1708 fc /Fc* = 0.15 Combined (axia compression + s load bending) Eq.3.9 -3 = 0.21 Dead Defl'n negligible Live Defl'n 0.11 = <L/999 0.60 = L /180 0.18 Total Defl'n 0.11 = <L/999 0.60 = L /180 0.16 �\ I 1 J ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.60 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fv' 180 1.60 1.00 1.00 - - - - 1.00 1.00 1.00 4 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - Fc' 1350 1.15 1.00 1.00 0.575 1.100 - - 1.00 1.00 - 2 Fc'comb 1350 1.60 - - 0.451 - - - - - - 3 E. 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Fc* 1350 1.15 1.00 1.00 - 1.100 - - 1.00 1.00 - 2 Bending( +): LC# 4 = .6D +W, M = 243 lbs -ft Shear : LC# 4 = .6D +W, V = 108, V design = 108 lbs Deflection: LC# 4 = .6D +W EI= 33.27e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Axial LC# 2 = D +S, P = 2178 lbs Combined LC# 3 = D +.75(S +W); (1 - fc /FCE) = 0.82 (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL - Columns (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. • G�� • • 1 ] All COMPANY OIECT ". WoodWorks Idaho Falls, Idaho �K' Mark Andrus G &S Structural Engineers Sep. 13, 2007 10:16:50 Design Check Calculation Sheet Sizer 2004 LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Axial UDL 590 (Eccent = 0.00 in) Load2 Snow Axial UDL 1032 (Eccent = 0.00 in) Load3 Wind Full Area 18.00 (24.0)* No *Tributary Width (in) MAXIMUM REACTIONS (lbs): x z r ,. q a & a dxx Yid P R A f , 01 9' Dead Live 162 162 Total 162 162 Lumber Stud, D.Fir -L, No.2, 2x6" SpaZea 24" c/ ; Self Weight of 1.96 plf automatically included in loads; Pinned base; Loadface = width(b x 0.00= 0.00 [ft]; Ke x Ld: 1.00 x 9.00= 9.00 [ft]; Lateral support: top = Lb, bottom = Lb; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in ►L 1 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.60 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fv' 180 1.60 1.00 1.00 - - - - 1.00 1.00 1.00 4 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - Fc' 1350 1.15 1.00 1.00 0.575 1.100 - - 1.00 1.00 - 2 Fc'comb 1350 1.60 - - 0.451 - - - - - - 3 E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Fc* 1350 1.15 1.00 1.00 - 1.100 - - 1.00 1.00 - 2 Bending(+): LC# 4 = .6D +W, M = 364 lbs -ft Shear : LC# 4 = .6D +W, V = 162, V design = 162 lbs Deflection: LC# 4 = .6D +W EI= 33.27e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Axial LC# 2 = D +S, P = 3262 lbs Combined LC# 3 = D +_75(S+W); (1 - fc /FcE) = 0.73 (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL - Columns (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. Criterion Anal Value Design Value Anal sis /Desi n Shear fv = 29 Fv' = 286 fv /Fv' = 0.10 Bending( +) fb = 578 Fb' = 2153 fb /Fb' = 0.27 Axial fc = 395 Fc' = 982 fc /Fc' = 0.90 Axial Bearing fc = 395 Fc* = 1708 fc /Fc* = 0.23 Combined (axia compression + s load bending) Eq.3.9 -3 = 0.37 Dead Defl'n negligible Live Defl'n 0.16 = L/676 0.60 = L /180 0.27 Total Defl'n 0.16 = L/676 0.60 = L /180 0.27 .Co'lpany G & S Structural Eoeers • September 13, 2007 • "Designer Mark Andrus �. 9pb Number : 07323 Upper Valley Options Checked By: Sketch mX A B eX :0 in Gross Allow. Bearing :1500 psf Steel fy :60 ksi Width :2 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.0018 Thickness :10 in pX :6 in LO :2.5 ksi Maximum Steel :.0075 Height :0 in pZ :12 in Design Code :ACI 318 -02 44 Z O I D i - i , C 1 ft Details 5 in �X Z 0 1 ft Controlling Z direction Region 1 (starts at A): Region 2 (middle): Region 3 (ends at D): steel requires the following placement: 6 in Steel: .2 in #4 @NA) 12 in Steel: .39 in (2 #4 @12 in) 6 in Steel: .2 in 2 (1 #4 @NA) Bottom Rebar Plan Geometrv. Materials and Criteria q m Footing Elevation C Length :1 ft eX :0 in Gross Allow. Bearing :1500 psf Steel fy :60 ksi Width :2 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.0018 Thickness :10 in pX :6 in Concrete fc :2.5 ksi Maximum Steel :.0075 Height :0 in pZ :12 in Design Code :ACI 318 -02 Footing Top Bar Cover :3.5 in Overturning Safety Factor :1.5 Phi for Flexure :0.9 Footing Bottom Bar Cover :3.5 in Coefficient of Friction :0.3 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil :0 k Phi for Bearing :0.65 Loads P W Vx N Vz (k) Mx (k -ft) Mz (k -ft) Overburde (psf) DL LL • RISAFoot Version 2.Oa [Untitled.rft] Page 1 A B +P +Vx +Vz 0-11 +Mx +Mz l lOver A : D D _ ,, D a..0 A D ,.Company G & S Structural Deers 40 September 13, 2007 • 'De3igner Mark Andrus K 9pb Number: 07323 Upper Valley Options Checked By: 0- Soil Bearing Ratio Footing Flexure Design (Bottom Bars) Description Categories and Factors Mu -XX (k -ft) Z Dir As (in 2 ) Mu -ZZ (k -ft) X Dir As (in 2 ) ACI 9 -1 1.4DL +1.7LL 5.04164e -7 1.79258e -8 .567 .02 ACI 9-2 1.05DL +1.275LL +1.275WL 3.78123e -7 1.34444e -8 .425 .015 ACI 9 -3 .9DL +1.3WL 1.8299e -7 6.50631 a -9 .206 .007 IBC 16 -5 1.2DL +1 LL +1 EL 3.73112e -7 1.32662e -8 .42 .015 IBC 16 -6 .9DL +1 EL 1.8299e -7 6.50631e -9 .206 .007 Note: Overburden and footing self weight are included in the DL load case. Footing Shear Check Two Way (Punching) Vc: NA One Way (X Dir. Cut) Vc 14.997 k One Way (Z Dir. Cut) Vc: 7.5 k Punching X Dir. Cut Z Dir. Cut Description Categories and Factors Vu(k) Vu /,SVc Vu(k) Vu /,&/Vc Vu(k) Vu /sWc ACI 9-1 1.4DL +1.7LL NA NA .002 0 .462 .082 ACI 9-2 1.05DL +1.275LL +1.275WL NA NA .002 0 .346 .062 ACI 9-3 .9DL +1.3WL NA NA .00073196 0 .168 .03 IBC 16 -5 1.2DL +1 LL +1 EL NA NA .001 0 .342 .061 IBC 16 -6 .9DL +1 EL NA NA .00073196 0 .168 .03 *Note: Overburden and footing self weight are included in the DL load case. 0 RISAFoot Version 2.Oa [Untitled.rft] Page 2 •Cor`hpany G & S Structural Eoeers September 13, 2007 Designer Mark Andrus is #pb dumber : 07323 Upper Valley Options Checked By: Sketch mX 0 Details B J x -- 5 in Z I � q 0 1 ft Controlling Z direction Region 1 (starts at A): Region 2 (middle): Region 3 (ends at D): steel requires the following placement: 3 in Steel: .2 in #4 @NA) 12 in Steel: .39 in (2 #4 @12 in) 3 in Steel: .2 in 2 (1 #4 @NA) Bottom Rebar Plan Geometrv. Materials and Criteria c -�- � D Footing Elevation C Length :1 ft eX : 0 in Gross Allow. Bearing :1500 psf Steel fy :60 ksi Width :1.5 ft eZ : 0 in Concrete Weight :145 pcf Minimum Steel :.0018 Thickness :10 in pX :6 in Concrete f :2.5 ksi Maximum Steel :.0075 Height :0 in pZ :12 in Design Code : ACI 318 -02 Footing Top Bar Cover :3.5 in Overturning Safety Factor :1.5 Phi for Flexure :0.9 Footing Bottom Bar Cover :3.5 in Coefficient of Friction :0.3 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil : 0 k Phi for Bearing :0.65 Loads P (k) Vx (k) Vz (k) Mx (k -ft) Mz (k -ft) Overburden DL .81 100 LL .14 +P .— +Vx A D +Vz D C +Mx D C +Mz A D +Over 11 11 1 RISAFoot Version 2.Oa [Untitled.rft) Page 1 , Corrhpany G & S Structural *eers September 13, 2007 Designer :Mark Andrus Up Valle Options Checked By: ,, ��ob Plumber : 07323 y p Soil Bearin Description Categories and Factors Gross Allow.(psf) Max Bearing (psf) Max/Allowable Ratio A SCE 2.4.1 -1 1 D ACI9 -2 1500 760.833 q(A 854 .167 569 1.88687e -7 ASCE 2 4 1 2 1 DL +1 LL .004 1500 .9DL +1 EL 1.28391 a -7 4.565e -9 F ooting Flexure Design (Bottom Bars) RA .. YY /4_ft1 7 nor n4z (in 2 1 Mu -ZZ (k -ft) X Dir As (in Z ) Description AC19 -1 uategones anu racwia 1.4DL +1.7LL 1.05DL +1.275LL +1.275WL +1.3WL � - -�- 2.29469e -7 1.72102e -7 1.28391e -7 - - - - 8.15889e -9 6.11917e -9 4.565e -9 .153 .115 .086 .005 .004 .003 ACI9 -2 0 ACI9 -3 IBC 16 -5 .9DL 1.2DL +1 LL +1 EL 1.88687e -7 6.70889e -9 .126 .004 IBC 16 -6 .9DL +1 EL 1.28391 a -7 4.565e -9 .086 .003 Note: Overburden and footing self weight are included in the DL load case. Footinq Shear Check Two Way (Punching) Vc: NA One Way (X Dir. Cut) Vc 11.25 k One Way (Z Dir. Cut) Vc: 7.5 k Punching X Dir. Cut Z Dir. Cut N /../'A /n \/I 111e� vu /r/Vc Vu(k) Vu /glvc Description Categories and Factors vukR) NA vwy, ° NA .-%.'I .000917875 0 .000917875 0 Cl 9-1 1.4DL +1.7LL 1.05DL +1.275LL +1.275WL NA NA .000688406 0 .000688406 0 ACI9 -2 NA NA .000513562 0 .000513562 0 ACI9 -3 .9DL +1.3WL NA NA .00075475 0 .00075475 0 IBC 16 -5 1.2DL +1 LL +1 EL NA NA .000513562 0 .000513562 0 IBC 16 -6 .9DL +1 EL Note: Overburden and footing self weight are included in the DL load case. CJ Page 2 RISAFoot Version 2.Oa [Untitled.rft]. - i t s ,CoWpAy G & S Structural eers September 13, 2007 ,Designer Mark Andrus 0 lob ,lumber : 07323 Upper Valley Options Checked By: W Loads DL LL P (k ) Vx (k) Vz (k) Mx (k -ft) Mz (k -ft) Overburden +p +Vx � +Vz +Mx +Mz +Over l A D D C D C A D Soil Bearing Ratio Footing Flexure Design (Bottom Bars) Description Categories and Factors Mu -XX (k -ft) Z Dir As (in ) Mu -ZZ (k -ft) X Dir As (in Z ) ACI 9 -1 1.4DL +1.7LL .689 .025 1.051 .037 ACI 9 -2 1.05DL +1.275LL +1.275WL .517 .018 .788 .028 ACI 9 -3 .9DL +1.3WL .116 .004 .177 .006 IBC 16 -5 1.2DL +1 LL +1 EL .454 .016 .692 .025 IBC 16 -6 .9DL +1 EL .116 .004 .177 .006 Note: Overburden and footing self weight are included in the DL load case. Footing Shear Check 0 Two Way (Punching) Vc: NA One Way (X Dir. Cut) Vc 17.5 k One Way (Z Dir. Cut) Vc: 15 k Punching X Dir. Cut Z Dir. Cut Description Categories and Factors Vu(k) Vu /oVc Vu(k) Vu /oVc Vu(k) Vu /(;Nc ACI 9-1 1.4DL +1.7LL NA NA .006 0 .689 .061 ACI 9-2 1.05DL +1.275LL +1.275WL NA NA .004 0 .517 .046 ACI 9-3 .9DL +1.3WL NA NA .000929493 0 .116 .01 IBC 16 -5 1.2DL +1 LL +1 EL NA NA .004 0 .454 .04 IBC 16 -6 .9DL +1 EL NA NA .000929493 0 .116 .01 Note: Overburden and footing self weight are included in the DL load case. Pedestal Design Shear Check Results (Envelope): Shear Along X Direction Vc: 11.775 k Vs: 13.005 k Vu: 0 k Shear Along Z Direction Vc: 11.775 k Vs: 13.005 k Vu: 0 k Pedestal Ties: #3 @ 10 in Bending Check Results (Envelope): Unity Check:.045 Phi :.7 Parme Beta:.65 Pu :9.555 k Mux :0 k -ft Muz: :0 k -ft Pn : 301.619 k Mnx : NA Mnz: : NA Mnox: NA Mnoz : NA Pedestal Bars: 4 #5 % Steel:.852 Compression Development Length Pedestal Bars (Envelope): Lreq.: 15 in Lpro.: 4.875 in Lreq. /Lpro.: 3.077 Vu /0 Vn: 0 SzS:.75 Vu /0 Vn: 0 RISAFoot Version 2.Oa [Untitled.rft] Page 2 M COMPANY OJECT d WooWorks Mark Andrus G &S Structural Engineers Idaho Falls, Idaho 1 Sep. 13, 200710:21:54 Design Check Calculation Sheet Sizer 2004 LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 5' 7' Lumber n -ply, D.Fir -L, No.2, 2x8 ", 2 -Plys Self Weight of 5.17 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Fb'- 900 1.15 1.00 1.00 0.997 1.200 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending( +): LC# 2 = D +S, M = 2710 lbs -ft Bending( -): LC# 2 = D +S, M = 2458 lbs -ft Shear : LC# 2 = D +S, V = 3565, V design = 2822 lbs Deflection: LC# 2 = D +S EI= 76.2le06 lb -in2 /ply Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow. W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely 04 at intervals not exceeding 4 times the depth and that 1each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required. Dead 347 Desi n gOg Anal sis /Design Pattern Live 2234 207 Start End Start End Load? Loadl Dead Full UDL 160.0 1.00 No Load2 Snow Full UDL 1064.0 0.91 No Dead 347 Desi n gOg Anal sis /Design Shear Live 2234 207 5219 0.94 Bending( +) Total 2581 1292 6023 1.00 Bending( -) Bearing: Fb' = 1238 fb /Fb' = 0.91 Deflection: LC number 2 2 1 Length 1.4 2.8 Interior Dead 0.0 Cb 1.00 L/360 1.13 0.36 0.00 Criterion Anal Value Desi n Value Anal sis /Design Shear fv = 195 Fv' = 207 fv /Fv' = 0.94 Bending( +) fb = 1238 Fb' = 1292 fb /Fb' = 1.00 Bending( -) fb = 1122 Fb' = 1238 fb /Fb' = 0.91 Deflection: 0.01 = <L/999 Interior Dead Live 0.06 = L/992 0.17 = L/360 0.36 Total 0.07 = L/858 0.25 = L/290 0.28 Cantil. Dead 0.00 = <L/999 Live 0.02 = <L/999 0.13 = L /180 0.16 Total 0.02 = L/984 0.20 = L /120 0.12