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APPLICATIONS, CO, MULT DOCS - 07-00268 - Legacy Network - New Building
/a' r\ IfflywLa 11 w 7 CITY O F REX rw Americas Family Community Building Per- it %SUED TO: PERMIT #: .0700268 NAME: Webb Custom Homes FOR THE CONSTRUCTION OF: Legacy Network JOB ADDRESS: 21 Winn Dr GENERAL CONTRACTOR: Webb Custom Homes 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 it e Building Permit Application as approved by the Building Inspector. Date Approved 09/21/2007 Issued Building Inspector THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY 1) A complete set of approved drawings along with the permit must be kept No work shall be done on any part of on the premises during construction. NOTICE! 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 approval. 5. Insulation INSPECTION CARD BUILDING Date Anoroved 1. Layout 2. Footing 3. Foundation 4. Framing 5. Insulation 6. Mechanical 7. Drywall 8. Sidewalk 9. Final ELECTRICAL Date Approved 1. Rough -In 2. Final OTHER Date roved 1. Fire Department Fina PLUMBING Date Approved 1. Sewer Service Conn 2. Water Service ConnE 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 °FREXB °RC Certificate CITY of of Occupan�c y C%j' City of Rexbur America's Famely Commnni ry D Department of Community Development 19 E. 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: Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0700268 International Building Code 2006 21 Winn Dr Legacy Network Type V, non -rated Commercial No Legacy Network Llc 15W 1st S Rexburg, ID 83440 Webb Custom Homes Business -office, professional or service transactions This Certificate, issued pursuant to the requirements of Section 909 of th Code, certifies that, at the time time of issuance, this building or that portion ot Building wes inspected on the date listed wes found to be in compliance with the buil ding that l th the requirements of t for the group and division of occupancy and the use for which the proposed p cy wes occu an he code classified. Date C.O. Issued: December 0 (1 C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall an struct modifications or additions be made to the building or any portion thereof until the Building Official said future changes. Y al changes, g has reviewed and approved Plumbing Inspect Electrical Insvecto Fire Inspect P$ZAdministrator: �a c i F P.O Box 280 z Q , r_ .. ..... . __ C o f Rexb u r Rexburg, Idaho 83440 REXLURG 19 E. Main St. Ameriauls.mity ,7 STATE Phone 208 STATE OF IDAHO ( ) 359 -3020 Fax (208) 359 -3022 July 21, 2008 a Mail Custom Homes Webb Randy Webb 567 W 19th St Idaho Falls, ID 83402 Re: Permit Number: 07 00268 i Dear Custom Homes Webb, You have requested an occupancy permit for 21 Winn Dr. At this time, have not been met for the issuance of a Final Occupancy Permit. However, requiremen has been determined by the Building Department that a conditional occupancy permit ma be rant with the following requirements being met. Y g ed i 1) Site plan items' to be completed. 2) ADA items and stairwell items need to be completed. 3) Electrical items need to be completed. The above requirements must be completed prior to 08/20/2008 or the permit will be voided and the premises vacated. conditional occupancy Upon completion of the requirements listed above, please call the City of Rexburg Building Department at (208) 354 -3020 ext 326 An inspector will be sent out and a Final Occupanc Permit will be issued. p y aNell Hansen Permit Coordinator / Tech CITY OF KEXB URG 0 BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 208 - 359 -3020 X326 C� PERMIT # Please complete the entire Application! PARCEL NUMBER: (We will provide this for you) SUBDIVISION: UNIT# BLOCK #LOT #C_ (Addressing is based on the information - must be accurate) PROPERTY ADDRESS CONTACT PHONE # 63t`1— PHONE #: Home ( ) 5 ,4'7 JLR6 Work (av$) e, 29 -34.36 Cell 6$Q hl OWNER MAILING ADDRESS: ) C� `7 � 1`� TIA f A' TATE: - Xfl ZIP ' j�3 �0 EMAIL t„�M Wt Cor S �� ^a°IS8` APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE ZIP EMAIL FAX PHONE #: Home ( ) Work ( ) Cell ( ) CONTRACTOR MAILING ADDRESS: CITY STATE ZIP PHONE: Cell# Work# EMAIL 5 j a c� P'C"� ®J J IDAHO REGISTRATION # & EXP How manv huilclino atv lnrat i __ rl,;, _______7 Fax# DATE SU Z\ \ \� 1 I I�Q Did you recently purchase this property? No Yes (If yes give owner's name) Is this a lot split? NO YES (Please bring copy of new legal description of property) PROPOSED USE: _ OMICC SAtc e (Le., 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 application and hereby authorized representatives of the City to enter upon the above- mentioned property for inspections poses. NOTE: The building offic' urp ay revoke a permit on approval issued under the provisions of the 2003 International Code in cases of any false statemepli the plans on which the permit or approval was based. Permit void if not started within 180 days. Permit void iEwork stops for days. nt in the ap ti misrepresentation of fact Si #-,o /Applicant DATE ��— Dto be contacted by fax email r phone? Circle One WARNING — BUI PERMIT MUST BE POSTED ON CONSTRUCT Plan fees are non - refundable and are paid in full at the time of application beginni a City of Rexburg's Acceptance of the plan review fee - does not constitute plan **Building Permit Fees are due at time of application** **Building Permits are void if yo does not clear** 2 REXBUFG CITY OF Jun 20 2007 4:42PM MRTHEWS #PLUMBING 3573439 p.l Jun, 19. 2007 9:50 2AM 10 • No, 4383 P. 1 Please complete the entire Application' If the question does not apply $U Permit #07 00268 PROPERTY ADDRESS Fundy Webb Office Bldg SUBDIVISION 21 Winn Dr Dwelling Units: Parcel Acres: SETBACKS FRONT SIDE S1DE B �� o+ RemodeY g Your Bur1ding1Horne ( need 1~stimatc SURFACE SQUARE FOOTAGE. (Shall include the exterior will measurements of the building) First Floor Are Unfinished Basement are 'f& Second floor /loft ar — Finished basement are !!!t I) Thud floor /loft ar -H— Garage area AR: Shed or Ba A::I- Carport /Deck (30" above ende)Ar=_ 1 i Water bleter Quantity: Water Meter Size: RcgL& edffl PLUMBING a �(tt �t % usiness Name: Plumbing Contractors Name: M Address City State __Zip Contact Phone: ( ) Business Phone: ( ) Email. F ax__ 2 P I o FIXTURE COUNT OrialugfirZto 0ked&2=4) Clothes Washing Machine , Spsitlldets Dishwasher Tub /Shavers Floor Drain 2 Toilet /Urinal Garbage Disposal Water Heater Hot Tub /Spa _L Water Softener .,, I Sinks (lAvatoriee, ldtchens, bar, mop) Q Q Plumbing Estimate $ '� �� (Commercial Only) A')A.Jj�:2S M, Z/ 7 7 &-y? - 0 7 Rsgmredl Sionstucro of Licensed Cos tmoor Liceece number Date Tlx Gb' ofRmbag � jwm #tfer iubddwk it dx rowe w r *rrd by td S tarr r f I 4 Please complete the ent ire Application" NAME If the question does not apply fill PROPERTY ADDRESS SUBDIVISION Dwelling Units: Parcel Acres: SETBACKS FRONT 21 Winn Dr SIDE SIDE BACK Remodeling YourBuil&ng /Home (need Estimate $ SURFACE SQUARE FOOTAGE. • (Shall include the exterior wall measurements of the building) First Floor Area 3 Alb Unfinished Basement area _e- Second floor /loft area tr Finished basement area W7 D Third floor /loft are Garage are Shed or Barn Carport /Deck (30" above grade)Area 1n Water Meter Quantity: Water Meter Size: Requiredffl PLUMBING _ Plumbing ontractors Name: 9 g y '"" 7B usiness Name: �� Address City State Zip 101 Contact Phone: ( ) Business Phone: ( ) Email Fax � - 1 -` FIXTURE COUNT (including roughed fixtures Clothes Washing Machine Sprinklers Dishwasher Tub /Showers Floor Drain Toilet /Urinal Garbage Disposal �_ Water Heater _ Hot Tub /Spa Water Softener Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ (Commercial Only) Required! Signature of Licensed Contractor The Citv of'Ae License number schedule is the same as Date the State of Idaho • Permit #07 00268 Randy Webb Office Bldg rd Oct. 2. 2007 10:59AM • No, 5019 P. 212 Please COMPlete the entire .Application! Uthe gmsivu docs not a ppl y fill in NA fm nea appu=bk N AB. PROPER Permit #07 00268 'TX ADDRESS SUBDIVISION Legacy (Network 21 Winn Dr F e d:!!l MECHANICAL ontractor's Name: y ° f -- Business Name; Address City Sta Contact Phone: ( ) Phone: ( ) Email Fax Mechanical Estimate 0 (Commercial /Multi Famz?y Onl MMURES & APPL&NCES COMT ~eF=0 , vg 0 Furnace Fxhlust or Veut Ducts Furnace /Air Conditioner Combo _ brper Vents Heat Purnp Range Hood Vents Air Conditioner Cook Stove 'Vents Evaporative Cooler garb Fay Vents Unit Heater — �_ other s i milar vents & ducts: Space Heater Decorative gas -Emd applianec lacin=torSyst= p EOF o M E Basler Pool He ter — 2 2007 Fuel Gas Pzpe Outlets including stubbed is or fnmre outlets Valet Pre ssurn (Meter Supply) PSI CITR EXB U R G lest (Girrle all that ap*) G Oil Coal Fireplace Electric Hydronic t ery ust be shown gMpi U M o Lioegged Con I.icrose mimlxe T* GO 074rag'r AqmUfie, ,rjbgdMh jr I& offe err rXjW the St,* of Nabs 5 Bull 19 E Main Rexburg, ID 83440 g Safety Department City of Rexburg ionellh@rexburg.org Phone: 208.359.3020 x326 www.rexburg.org Fax: 208.359.3024 04 pEX a URC �d .� 7 U O CITY OF REXBURG Ow _______ Americas Family Community OWNER'S NAME L(fga ,� � k u jo t lC _ PROPERTY ADDRESS SUBDIVISION PHASE LOT BLOCK Permit #07 00268 21 Winn Dr Legacy Network Requiredffl ELECTRICAL lS�►��ai'`1 �j� -� Electrical Contractor's Name �1 _ � �i7 Business Name � �� z°�. pr LL Address -2> City State � Zip Cell Phone ( ) j ? Ll C)' Business Phone ( ) f5_57, — ( 30 / Fax Z 1 0 Email 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 Up to 200 amp Service* X 201 to 400 amp Service* Over 400 amp Service* Existing Residential (# of Branch Circuits) 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: $ 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. _�toaa Q /,? le' ignature of Licensed Contractor License number Date The City of Bexburg's permit fee schedule is the same as required by the State of Idaho 2 Jun. 19. 2007 10 :01AM • 0 No. 4384 P. 2/2 Building Safety Department dv`�� a C I T Y Of CHy of Rexburg 1 (/�� N J���V 19EMain jane/lh ®rexburp.o►g Phone; 208.359.3010x326 � %.,, aeiaio�rr�orhilycortinw;ry Rexburg, ® 83440 www.rexburg.org Fax; 208.359.3024 owismrs NAME ... us i�rn Permit #07 00268 SUBDIMVI O A N DDRfiSS._ 21 )N i Randy Webb Office Bldg PHASE 1 O TT BLOr__K - _ 21 Winn Dr RequrxedMI ELECTRICAL koc� Sam enSvri_ ,,//� / ` : Electrical Conttactoes Name Business Name 0 r'Y�Ujd C �d ? tl c A,ddtcss S0� '�re ,,, V . City 4�- F State (� Zip X 0(0 Cell Phone (�,t)� Business phon (�6 �S� �- - `�el �- Fax ( ) _ -�[ ?" ��.> mail Electrical Estimate (coat of wiring & labor) U 001:��� OMMERCIAL ULTI- FAMILY ONLY) TYPES OF II YS TALLATION (NewRes&mnalinch dw everythiW rootamed wAVU the residwdal stactare and a#zvcbedS*AW at the same tome) U p to 200 amp Service* _ 201 to 400 amp Service" Over 400 amp Service* Existing Residential (# of Branch Circuits) Teruporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Spa, Hot Tub, Swimming fool Electric Central Systems Hearing and /or Cooling ( when not part of a new residendal construction permit and no additio" wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically coveted by any of the above Cost of Wiring & Labor $ Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of cdsting wiring) Tcrnporary Amusement /Industry - "Includes it marimum of 3 inspections. Additioml inspections du% at requested inspectiop rate of $40 per haul. yy - zo o�- Siguture of licensed Contractor Ucrosc number Date The Ctr 9f &Xk8 r penw}t fee nbe&h it the mw ar rr gxirrd by for Starr G. T' d EE T 9 -ZbS -802 o f uIDa i 3 S uua44 JoN C /c dES :ol GO DZ unC Building Safety Department City of Rexburg 19 E Main joneiih@rexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 OWNER'S NAME �� (,`� rm *`{nk PROPERTY ADDRESS Nz SUBDIVISION �(j�Cj PHASE OT l BLOCK OE p,EXB V � c Fen CITY O F REXBURG Ow America's Family Community Permit #07 00268 Randy Webb Office Bldg 21 Winn Dr ReqidredMf ELECTRICAL Electrical Contractor's Name o ,3 Business Name Address City State Zip Cell Phone ( ) Business Phone ( ) Fax ( ) - Email Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residenbral structure and attached garage at the same time) Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* Existing Residential (# of Branch Circuits) 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: $ 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. Signature of Licensed Contractor The License number s permit fee schedule is the same as Date the State of Idaho M • • SUBCONTRACTOR LIST Excavation & Earthwork: Concrete: Masonry: Insulation: k "L AL- k, Painting: S Q, Floor Coverings: Plumbing: K Heating: lk \y k l -V\1 Electrical: c-A ✓ t��U in Roof Trusses: F- Special Construction (Manufacturer or Supplier) Floor /Ceiling Joists: % V\ C— Siding /Exterior Trim: 0 Rexburg- Madison County Emergency Services 19 East Main St janellh@rexburg.org Phone: 208.359.3020x326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 O� gEXB U 70 C I T Y OF REX nv America's Family Community SAFETY SYSTEM CERTIFICATION PERMIT APPLICATION "A safey system certification permit is required to install, mod, maintain, or service all ne2v and existing fire extinguishers, fire suppression ystems, fre alarm systems, and other life safety ystems within the 00 of Rexburg" PERMIT #: $100 Fee Paid: Yes /No Permit Approved: Yes /No BY: Date: BUSINESS NAME: OFFICE ADDRESS: �41 OFFICE PHONE NUMBER: CONTACT PERSON: CELL PHONE #: PLEASE IDENTIFY SYSTEMS TO BE COVERED BY THIS PERMIT- CHECK ALL THAT APPLY. FIRE ALARM SYSTEMS - Alarm Contractors shall have a minimum of NICET Level 1 Certifications or equivalent. ❖PLEASE PROVIDE CERTIFICATIONS: •: *NICET Certification *Panel Certification *Proof of Liability Insurance AUTOMATIC SPRINKLER SYSTEMS * Fire Sprinkler Contractors shall have a minimum of NICET Level III Certifications or equivalent. *:*PLEASE PROVIDE CERTIFICATIONS: *NICET Certification *Any Additional Certifications *Proof of Liability Insurance FIRE EXTINGUISHERS STANDPIPE SYSTEMS SMOKE CONTROL SYSTEMS FIRE PUMPS SPECIAL HAZARD SYSTEMS AUTOMATIC FIRE EXTINGUISHING SYSTEMS FOR COMMERCIAL COOKING t y 1 11( OF RE 4URG 0 • ***PLEASE PROVIDEDOCUMENTATION OF TRAINING LEVELS, INSTALLATION CERTIFICATIONS, LIABILITYINSURANCE, ETC. FOR ALL DISIPLINES*** BUSINESS NAME: W ® - C411-� �-'p� JJ d ,q (0,-f- PLEASE LIST ALL COMPANIES YOUR BUSINESS IS AUTHORIZED TO REPRESENT: COMPANY NAME: W (O/'P �7" (hi PHONE #: Z - 3q3 ' 1 � y COMPANY NAME: V" �`��' cu-,b -w 1' 1 $HONE #: �7,0' ZI I k ,l L COMPANY NAME: G` C d e -; W (4, PHONE #: 06 v 7q n, * *PLEASE LIST ADDITIONAL COMPANY AUTHORIZATIONS ON THE BACK OF THIS FORM** I certify that I have read this application and declare under penalty of perjury that the information contained herein is correct and complete. I agree to comply with all city ordinances, adopted codes, and state laws relating to the installation, modification, service, and maintenance of new and existing life safety systems. I hereby authorize representatives of this city to inspect any work T compliance purposes. I am either the contractor responsible forge work, or I represent the owner as ed above a�d am acting with the owner's /contractor's full knowledge or consent. aAam d Q40 '7 PRINT N E OF APPLICANT V � PPLICANT'S SIGNATURE �n\ lL DATE PERMIT VALID UNTIL DECEMBER 31 OF THE CALENDAR YEAR APPLIED FOR -2- 0 Building Safety Department tXev�� City of Rexburg o 79 E. Main janeilh @rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 CITY OF RE:1V) V G —. _ 04w _ ___ - Americas Family Community APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO APPROVED BY: - APPLICANT INFORMATION: Business Name: WAL Cwshm f( woes Office Address: 56`7 W I lam - 1,DARv Foos �D 3yo� Cit state z in Office Phone Number: 0�7 ) G Contractor Performin the Work: W e bb c L,, 4 Contact Person: - LOCATION OF WO K TO BE DONE: Street Address Where Work Will Be Done: 0 Cell Phone # ( '% ) Sao -a 119 Business Name Where Work Will Be Done: Dates For Work To Done: Contact Person: X I/;),.1 To Phone Number: ( ) Cell # PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR: ❑ AUTOMATIC FIRE- EXTINGUISHING SYSTEMS ❑ COMPRESSED GASES ❑ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ❑ FIRE PUMPS AND RELATED EQUIPMENT ❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ❑ HAZARDOUS MATERIALS ❑ INDUSTRIAL OVENS ❑ LP -GAS ❑ PRIVATE FIRE HYDRANTS ❑ SPRAYING OR DIPPING ❑ STANDPIPE SYSTEMS ❑ TEMPORARY MEMBRANE STRUCTURES, TENTS, A 1 ?5 p ' ant's Signature Da -i■ ■ .... ............................... /.................. ME ME CANOPIES ;C-1r ri� r] q � p 7 • Bureau of Occupational Licenses Department of Self Governing Agencies The person named has met the requirements for registration and is entitled under the laws and rules of the State of Idaho to operate as a(n) Tana Cory RCE -21115 04/03/2008 Chief, B.O.L. Number Expires Bureau of Occupational Licenses Department of Self Governing Agencies The person named has met the requirements for registration and Is entitled under the laws and rules of the State of Idaho to operate as a(n) CONT 1. NESS �v �� ➢E� A OY(1 O 567 T ID 02 Tana Cory RCE -21114 04/0312008 Chief, B.O.L. Number Expires i F r - ., L �NCE ALL T I T L E & E S C R O W C O R p. if 7 C ITY 1 F X BU RG I Rug 23 07 05:58a No kern Lights Electric 2042 -6133 p.1 1� e � 4� ell �All Po S O rG%rSGl�i Via: --�-. 1 . FS 7 de-/ T 3 N � \ � � .��•- � l � � �r� -tip 1 IL Fo Pd ILO ti P V- icl) SUMMIT CONSULTING 143 N 4080 E, Rigby, II: (208) 709 -5549 i* ADIAIAIAI 0700268 Randy Webb Office Bldg #07 -1036 April 27, 2007 Mr. Randy Webb Webb Custom Homes, LLC 567 W. 19 Street Idaho Falls, ID 83401 Re: Valley Wide Co- operative, #l, Lot 5 Rexburg, ID This letter is to provide documentation that Summit Consulting Services, Inc. has designed the lateral resisting system for the above referenced home. The design is based upon a 35 psf roof snow load, a 90 mph 3 second gust wind force with exposure B, and lateral forces for seismic design category D. The structural design is based upon the 2003 International Building Codes requirements and restrictions. Included is a "redlined" 24x36 main floor plan and foundation plans, and a 24x36 detail sheet, and calculation sheets 1 -19. The lateral resisting system is based upon continuously sheathed walls using 7/16" APA rated wall sheathing. All edges are to be blocked. This design does not require any interior braced walls. This design is intended to cover only the items referenced above. This letter is not intended to cover any other structural, mechanical, electrical, or architectural features. The design is for a one time use for the above office building only. The lateral analysis is limited to a one time use for the above referenced project and none of the design or portions of the design are to be used or reused on any other projects without the written consent of Summit Consulting Services, Inc. Due to the limited involvement and no construction observation, Summit Consulting Services, Inc. is limiting our liability to $9000. Sincerely, Adam R. Hoopes, P.E. pNAL F C G \SSTE �L �0 6 of; P 5 R. Ham% �EC JUN! I a y Designer: Adam Hoopes Date: 4/26 /2007 Project: O i in Rexburg DESIGN CRITERIA CODE: 2003 IBC ROOF SNOW = 35 ROOF DEAD = 15 FLOOR DEAD = 15 FLOOR LIVE = 40 • Summit Consulting Services, INC 143 N 4080 E Rigby, ID 83442 SEISMIC DESIGN PARAMETERS FROM USGS Fa = 1.31 g Ss = 0.606 g S1 = 0.193 g Fv = 2.03 g From seismic calculation output: Seismic Design Shear = 0.07 W WIND DESIGN: 3 second wind gust speed = Wind exposure = Assumed Soil Type: 90 mph B WOOD SHEAR WALL Sand, Silty Sand, Clayey Sand, Silty Gravel, and Clayey Gravel (SW, SP, SM, SC, GM, and GC) Allowable Foundation Pressure = 2000 psf Equivalent Fluid Pressure = 40 psf / ft of depth • 0 333 y ►�s 0 s.�ft a 3a • �• � F3Lec h...fl � a p�,�gw, Kart_ PAGE Designer: Adam Hoopes Date: 4/27/2007 Project: Office in Rexburg Shear Walls Summit Consulting Services, INC 143 N 4080 E Rigby, ID 83442 (1) For shear walls that have a height - width ratio of greater than 2:1, but not less than 3 1/2:1. Increase the shear for by 2w /H. (2) Use the Co factor only for Perforated Shear walls. (3) v = (V /(Co "(2w /H))} / (length of shear wall segments) (4) R.M. _ %DL "DL`wp`(wp /2) (For Perforated Walls }, R.M. _ %DL`DL "L*(U2) (For segmented walls} Designer: Adam Hoopes Summit Consulting Services, INC Date: 4/26/2007 143 N 4080 E Project: Office in Rexburg Rigby, ID 83442 WIND CALCULATIONS 3 second wind gust speed = 90 mph Wind exposure = B Wind End Zone Calculations 7 s r� Designer: Adam Hoopes Date: 4/26/2007 Project: Office in Rexburg FRONI FLEYATION Summit Consulting Services, INC 143 N 4080 E Rigby, ID 83442 ZONE A = ZONE B = ZONE C = ZONE D = ZONE B = ZONE A = LA'S (FT ^S) AREA'S (FT ^S) PRESSURE 4.5 9 Height Length 13 * 10.5 ZONE A = 4.5 10 * 14.4 PSF = 648 ZONE B = 4 * 11.5 * 10 PSF = 460 ZONE C = 4.5 60 * 11.5 PSF = 3105 ZONE D = 20.5 * 60 * 10 PSF = 12300 ZONE A = 4 * 11.5 * 14.4 PSF = 662.4 ZONE A = 4.5 * 10 * 14.4 PSF = 648 SIDE ELEVATION TOTAL = 17830 LBS ZONE A = ZONE B = ZONE C = ZONE D = ZONE B = ZONE A = LA'S (FT ^S) PRE. SS URE 4.5 9 * 14.4 PSF = 583.2 13 * 10.5 * 10 PSF = 1365 4.5 * 25 * 11.5 PSF = 1293.75 13 * 25 * 10 PSF = 3250 3.5 * 10.5 * 10 PSF = 367.5 4.5 * 9 * 14.4 PSF = 583.2 TOTAL = 7450 LBS Designer: Adam Hoopes Date: 4126/2007 Project: Office in Rexburg ROOF SNOW = ROOF DEAD = FLOOR DEAD = }OUSE Summit Consulting Services, INC 143 N 4080 E Rigby, ID 83442 SEISMIC CALCULATIONS 35 15 15 ROOF AREA = 80*43 F = ((0.2"35) +15) *(3440)"(0.07) 3440 FT ^2 5300 LBS. Y Office in Rexburg MCE Ground Motion - Conterminous 48 States Zip Code - 83440 Central Latitude = 43.763462 Central Longitude = - 111.609017 Period MCE Sa (sec) ( %g) 0.2 060.6 MCE Value of Ss, Site Class B 1.0 019.3 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 079.4 Sa = FaSs, Fa = 1.31 1.0 039.2 Sa = FvS 1, Fv = 2.03 Designer: Adam Hoopes • Summoonsulting Services, INC Date: 4/26/2007 143 N 4080 E Project: Office in Rexburg Rigby, ID 83442 SEISMIC DESIGN: 1 Type of Occupancy: (Table 1604.5 and Section 1616) Residential (CD rom) Building Category or Seismic Use Group: (Table 1604.5 and 1616.2) Building Category = I Seismic Importance Factor: (Table 1604.5) l = 1.00 Soil Site Class: (1615.1.1) Site Class = D Response Modification Coeff. R: (Table 1617.6.2) R = 6.5 Equivalent Lateral Force Procedure for 2003 IBC: Design Spectral Response Acceleration Parameters: (1615.1.3) Approximate Fundamental Period, T (2000 IBC Eq. 16-18,2003 IBC Eq. 16-40) S D I = 2 /3S m , = h„ = Height (feet) above base to highest level of building. h = 25 C = Building Period Coefficient (ASCE 7 -02, 9.5.5) C t = 0.02 Calculate Approximate Fundamental Period, T.: C *h„` T = 0.224 Maximum Considered Earthquake Response Accelerations: Short Periods, Ss: (CD rom) 1 Second Period, S1: (CD rom) Earthquake Response Accelerations Adjusted for Site Class Effects: Site Coefficients: SDC" F (Table 1615.1.2(1) or CD rom) F,,: (Table 1615.1.2(2) or CD rom) SMg: = F (2000 IBC Eq. 16-16, 2003 IBC Eq. 16 -38, or CD rom) SMI: = F„ S (2000 IBC Eq. 16-17, 2003 IBC Eq. 16-39, or CD rom) Design Spectral Response Acceleration Parameters: (1615.1.3) SDS = 2/3S _ (2000 IBC Eq. 16-18,2003 IBC Eq. 16-40) S D I = 2 /3S m , = (2000 IBC Eq. 16-19,2003 IBC Eq. 164) S _ S F = F„ _ SMS = SMI = SDS = SDI = 0.606 g 0.193 g 1.310 g 2.030 g 0.794 g 0.392 g 0.529 g 0.261 g Nature Of Occupancy Seismic Use Group Table 1616.3.1 Table 16 6.3.(2) Largest SDC from Tables 1616.3.(1) &(2) SDC* to Use for Design S DS SDC" S DI SDC* Residential I 0.529 D** 0.261 D ** D** D** * SDC is the "Seismic Design Category" S1 = 0.193 ** Seismic Use Groups I and II structures located on sites with mapped maximum considered earthquake spectral response acceleration at 1- second periodm S1, equal to or greater than 0.75g, shall be assigned to Seismic Design Category E, and Seismic Use Group III structures located on such sites shall be assigned to Seismic Design Category F. r Designer: Adam Hoopes Date: 4/26/2007 Project: Office in Rexburg Summiansulting Services, INC 143 N 4080 E Rigby, ID 83442 General Procedure Response Spectrum: To =.2Sd1 /Sds= Tc -Cd4 /Q,I -= (1615.1.4) Ts = 0.8 0.326 1.0 0.261 1.2 0.218 1.4 0.187 1.6 0.163 1.8 0.145 2.0 0.131 Seismic Response Coefficient, Cs: (1617.4.1.1) Since Seismic Design Category is D*" and S1 is less than 0.6 thus Cs min = 0.044Sds(le) Cs shall not be less than: C = 0.044Sds(le) = 0.023 } (Eq. 16-37) Cs calculated Cs = Sds /(R/le) = 0.081 } (Eq. 16-35) Cs need not exceed: Cs = Sd1 /((R/le)'T) = 0.180) (Eq. 16-36) Cs used for design of Seismic base shear = Seismic Base Shear: V = Cs*W (Eq. 16-34) See Section 1617 for the E, to use in the load combinations of Section 1605.4. Q = The effect of horizontal seismic forces = Seismic base shear (V) = Cs *W Seismic load effect E. Where the effects of gravity and the seismic ground motion are additive, seismic load, E, for use in Formulas 16 -5, 10, and 17 shall be defined by: E = p *Q + 0.2 *S *D (Eq. 16-28) Where the effects of gravity and seismic ground motion counteract, the seismic load, E, for use in Formulas 16 -6, 12, and 18 shall be defined by: E = p *Q - 0.2 *S *D (Eq. 16-29) �i I L 9 / L Designer: Adam Hoopes Summit Consulting Services, INC Date: 4/26/2007 143 N 4080 E Project: Office in Rexburg Rigby, ID 83442 1 Simplified analysis in accordance with Section 1617.5 shall be permitted to be used for any stucture in Seismic Use Group I, subject to the following limitations. Requirements for simplified analysis: 1) Seismic Use Group 1 2) Buildings of light frame construction not exceeding three stories in height, exluding basements 3) Buildings of any construction other than light- framed construction, not exceeding two stories in height, excluding basements, with flexible diaphragms at every level as defined in Section 1602. Section 1617.5.1 Seismic Base Shear: V = 1.2 *S *W R R = The response modification factor from Table 1617.6.2 = 6.5 V = 1.2 *S *W = 1.2 *( 0,53 1 * W = 0.10 - W R 6.5 V= QE IBC 1617.1 Seismic Load Effect E For structures designed using the simplified analysis procedure in Section 1617.5, the seismic load effects, E and Em, shall be determined from Section 1617.1.1 IBC 1617.1.1 Seismic Load Effect, E Where the effects of gravity and the seismic ground motion are additive, seismic load, E, for use in Equations 16 -5, 16 -10, and 16 -17, shall be defiened by equation 16 -50: E = PQ + 02 *Sp *D I Equation 16 -50 Q = effect of horizontal seismic forces = Simplified Base Shear (V) p = redundancy coefficient obtained in accordancy with Section 1617.2 D = effect of dead load Where the effects of gravity and seismic ground motion counteract, the seismic load, E, for use in Equations 16 -6, 16 -12, and 16 -18 shall be defined by equation 16 -51. E = PQ - 0.2 *S *D Equation 16 -51 p from shear wall and frame analysis (use the largest p for each direction) P min =1.0; r.X =1.5 • 0 P front/ tack = 1.00 P sides = 1.00 Seismic load effect E for use in the load combinations is: Front / Back Direction: From Equation 16 -50 E = PQ + 0.2 *Sp *D = (1.00) * QE + 0.2 * (0.53) * D = 1.00 * QE + 0.11 *D When D and QE are in the same direction. E = PQE - 0 . 2 * Sos * D = (1.00). * QE - 0.2 * (0.53) * D = 1.00 * QE - 0.11 *D When D and QE are in opposite directions. From Seismic Load Combinations: Equation 16 -10 D +0.7 *E +L D + 0.7 (1.00*QE +0.11 *D) +0 = 1.074 *D+ 0.7 * QE When D and Q are in the same direction. D +0.7E +L = D +0.7(1.00 *QE - 0.11 *D) +0 = 0.926 *D+ 0.7 * QE When D and Q are in opposite directions. Equation 16 -12 0.6 *D + 0.7 *E = 0.6 *D + 0.7 (1.00 *QE + 0.11 *D) = 0.674 * D + 0.7 * QE When D and Q are in the same direction. 0.6 *D + 0.7 *E = 0.6 *D + 0.7 (1.00 *QE - 0.11 *D) = 0.526 * D + 0.7 * QE When D and Q are in opposite direction. For Front / Back,Direction: For design shear capacity, dead and live load are not involved, all load combinations reduce to: 0.70 Q Holdown tension capacity the governing load combination is (comparing opposite direction equations) 0.53 *D + 0.70 *QE Wall boundary element compression capacity (comparing same direction equations) 1.074 *D + 0.70 *QE Sides: From Equation 16 -50 E = PQ + 0 . 2 * Sos * D = (1.00) * QE + 0.2 * (0.53) * D = 1.00 * QE + 0.11 *D When D and Q are in the same direction. E = PQ - 0 . 2 * Sos * D = (1.00) * QE - 0.2 * (0.53) * D = 1.00 * QE - 0.11 *D 41- When D and Q are in opposite directions. From Seismic Load Combinations: Equation 16 -10 D +0.7 *E +L = D + 0.7 (1.00*QE +0.11 *D) +0 = 1.074 *D+ 0.7 * QE When D and Q are in the same direction. Q +0.7E +L = D +0.7(1.00 *QE - 0.11 *D) +0 = 0.926 *D+ 0.7 * QE When D and Q are in opposite directions. Equation 16-12 0.6 *D + 0.7 *E = 0.6 *D + 0.7 (1.00 *QE + 0.1.1 *D) = 0.674 * D + 0.7 * QE When D and Q are in the same direction. 0.6 *D + 0.7 *E = 0.6 *D + 0.7 (1.00 *QE - 0.11 *D) = 0.526 * D + 0.7 * QE When D and Q are in opposite direction. Sides: For design shear capacity, dead and live load are not involved, all load combinations reduce to: 0.70 QE Holdown tension capacity the governing load combination is (comparing opposite direction equations) 0.53 *D + 0.70 *QE Wall boundary element compression capacity (comparing same direction equations) 1.074 *D + 0.70 *QE SUMMARY OF SEISMIC DESIGN FORCES W = Dead Load + Reduced Roof Snow Load (For Roof Snow Loads Over 30 PSF) D = Dead Load Design Shear Capaci Holdown Tension Capacity Compression Capacity Front /Back 0.070 *W 0.53 *D +0.070*W 1.074 *D +0.070*W Sides 0.070 *W 0.53 *D +0.070 *W 1.074 *D +0.070*W W = Dead Load + Reduced Roof Snow Load (For Roof Snow Loads Over 30 PSF) D = Dead Load • Job: Office in Rexburg Date: 4/27/2007 Job # 07 -1036 Concretes R einforcement Design U Summit Consulting Services, Inc Designer: Adam Hoopes Mu = 2830 ft-Ibs Length = 9.00 d = 3.5 in dead 1.4 * 0 = 0 b = 12 in live 1.7 * 360 = 612 fc = 2500 psi Total 612 fy = 60000 psi Mu = 0.1283W *L = 2827 Mn= Mu /0.9= 3144.444 p = (1 /m) * (1- sgrt(1- 2 *m *(Rn /fy)) = 0.004573 Rn = (Mn *12)/(b *d ^2) = 256.6893 m = fy /(0.85 *f c) = 28.23529 As = p *b *d = Rebar Size Spacing #4 12 #5 19 #6 27 �Mn = O *A *f *(d -a /2) a = (A *f / (.85 *f A = 0.31 in ^2 a= 0.7294118 OMn = 52484.824 in -Ibs 4373.7353 ft-Ibs l ( `I Glo bal • • 144 Hot Rolled Steel Code Q6 AISC: ASD 9th 1 11154 1 .3 .6§ NDS Wood Code 36 NDS 91: ASID A992 1 29000 UWZ 11154 Concrete Code .65 -7-77-7 ACI 1999 General Material Proper Hot Rolled Steel Properties I = n-i'l -- I General Section Sets Hot Rolled Steel Section Sets Label Shar)e Desion List T-Ype Material Desion Rules A rin2l Iyy Fin4l Izz rin4l i rin4l I HR1A I HSS12X4X41 Tube I Beam I A500 46 1 Typical 1 7.085 1 21.006 1118.934 1 59.706 Member Primary Data I K.j I 1-;nf I V 1 I Q6 29000 1 11154 1 .3 .6§ HRIA 36 Beam A992 1 29000 UWZ 11154 .3 .65 -7-77-7 .49 "N" 50 "It ;TR91'.11"Ik — 5 A500 46 29000 11154 .3 .65— .49 1 AR I General Section Sets Hot Rolled Steel Section Sets Label Shar)e Desion List T-Ype Material Desion Rules A rin2l Iyy Fin4l Izz rin4l i rin4l I HR1A I HSS12X4X41 Tube I Beam I A500 46 1 Typical 1 7.085 1 21.006 1118.934 1 59.706 Member Primary Data I K.j I 1-;nf I V 1 I M1 NI N3 HRIA Tube Beam A500 461 T ON AN b 3 M3 N4 N2 HpiA Tube Pt=nrn 8 500 481 T)fr)*ral RISA-31D Version 5.Oc [CAPrograrn Files\Risa\untitled.r3d] Page 1 14� I � Member Advanced Data I ^_,____ , ^� .. , .-- ._ . _._ _ . _. ___ _ 1 M1 ' -1 -1 l l L 11 1 0 II I Yes IY 1 IiUV 0 „7 - t� � .� 'R S -.. 6;•,Ak � � i,�,� ' r,$E+y$�,£m �.`; �',, �' , � t`.;*4 &D n '''�^ 3 M3 0 �,xi? ,' �r��' I >.�.,"� >�` ���� Z�Y Yes y r Joint Coordinates and Temperatures 1 . k-1 v rai 1 Reaction Reaction Reaction -1 -1 l l L 11 1 0 w..=,.., N1 0 0 0 -.� 3 N3 eaction UNIFORMZ Z , -1 N3 12 0 0 I Joint Boundary Conditions 1 N1 Hot Rolled Steel Design Parameters Design Size and Code Check Parameters Label Max DeDthrinl Mia Depthrin'! Wi h in Min WiOth[inl Max Bending k Max Sh ar Chk 1 Typical 1 1 Joint Loads and Enforced Displacements (BLC 3: lateral) J Label L M Directi i k- in.rad k* S A 2 ft 1 N3 L X 4 Member Point Loads Member Label Direction Magnitude[k.k-M Locationfft.% No Data to Print ... Member Pattern Distributed Loads Member Label Load Pattem Multiplie No Data to Print ... Distributed Load Pattern Definitions 1 Reaction Reaction Reaction -1 -1 l l L 11 1 0 w..=,.., -.� 3 N3 eaction UNIFORMZ Z , -1 0 0 Hot Rolled Steel Design Parameters Design Size and Code Check Parameters Label Max DeDthrinl Mia Depthrin'! Wi h in Min WiOth[inl Max Bending k Max Sh ar Chk 1 Typical 1 1 Joint Loads and Enforced Displacements (BLC 3: lateral) J Label L M Directi i k- in.rad k* S A 2 ft 1 N3 L X 4 Member Point Loads Member Label Direction Magnitude[k.k-M Locationfft.% No Data to Print ... Member Pattern Distributed Loads Member Label Load Pattem Multiplie No Data to Print ... Distributed Load Pattern Definitions 1 UNIFORMX X -1 -1 l l L 11 1 0 CII 1 1 r; 3 UNIFORMZ Z -1 -1 0 0 RISA -3D Version 5.Oc [CAProgram Files \Risa \untitled.r3d] Page 2 l�� I Member Direct Distributed Loads (BLC I : dead -Member Label Direction Start M acnitudefk/ft.d ., End MagnitudefKftd ... Start Locationrft.%l End Locationrft.%l M2 I Y 1 -.33 1 -.33 1 0 1 0 Member Direct Distributed Loads (BLC 2: live) Member Label Direction Start Mac nit uderk/ft.d..End MagnituderKftd ... Start Lor-ationrft.%l End Locationfft.%l M2 I Y 1 -.77 1 -.77 1 0 1 0 Basic Load Cases RI r. r). V r t--Ak, 1-:-6 M-;-• n-"- M:.--t M A--/Rfi L..-C--- 1 dead QL Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1 1 BC 16-7 Yes I I 1 --- - --- --- 0 1 0 1 SO, 3 N2 I max —3 lateral WL 0 1 1 1 1 3 IBC 16-9 (a) 1 Load Combinations Uescrigtion SolvePD... SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1 1 BC 16-7 Yes I I 1 --- - --- --- 0 1 0 1 3 N2 I max 1.691 19 1 0 1 0 1 0 3 IBC 16-9 (a) Yes 1 DLI 1 LL 1 ALL 1 7 MR 3j4 ' —27, 47 5 IBC 16-9 (c) Yes I max 0 DL 1 I LL 1 RL 1 1 0 1 0 1 0 1 7 IBC 16-10 (b) Yes D 1 1 LL .75 I RLL .75 WL Z; -.75 9 IBC 16-10 (d) Yes DLI 1 LL 1 .75 ALL .75 EL -.7 (.s Mr 44 wM `�kwl L m E9&f W MR IBC 16-10 Yes QL 1 LL 1 .75 1 SL .75 WL -.75 13 IBC 16-10(h)Yes DL-11 1 LL .75 SL .75 ELI -.7 15 IBC 16-100) Yes Q L 1 LL .75 RL .75 WL -.75 17 IBC 16-10(l) Yes QL I I i��- .75 RL .75 EL -.7 =7777 1p IBC16-11 DL 1 .6 WL -1 L 21 JIBC 16-1 IQLI .0 1 EL 1 -.7 1 1 1 Envelope Joint Displacements Envelope Joint Reactions Inint Y nee In v Mll In 7 rL-1 In RAv rL fn In Kfiv ri,;+i In KA7 rL, fm L. 1 N max 2.91 11 10.168 11 0 1 0 1 --- - --- --- 0 1 0 1 3 N2 I max 1.691 19 1 0 1 0 1 0 1 0 1 TA 7 MR 3j4 ' —27, 5 N3 I max 0 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 5.Oc [CAProgram Files\Risa\untitled.r3d] Page 3 I Envelope Joint Reactions (Continued) 1_;n+ v rt i I— v mi Envelope Member Section Forces Envelope Member Section Stresses RISA -31D Version 5.Oc [C: \Program Files \Risa \untitled.r3d) Page 4 �Q -- Imaxi r hS t .. 7 :.ss N4 .., ^:.: .:.. � ;.� ,e?:r'�'�.,+ -, .� 0 -.4r� �. ..^, � %�� `��`'•± 1 1 „-� fg.�y''x� ,,;< ���.• "... � �"0''�.,4�� 1 1 0 0 I- 1 9 I Total: max 1 4 119 19.8 4 0 1 Envelope Member Section Forces Envelope Member Section Stresses RISA -31D Version 5.Oc [C: \Program Files \Risa \untitled.r3d) Page 4 �Q Envelope Member Section Stresses (Continued) Envelope Member Section Deflections Envelope Member Section Torsion RISA -3Q Version 5.Qc [C: \Program Files \Risa \untitled.r3d1 Page 5 - Envelope Member Section Torsion (Continued) Envelope ASD Steel Code Checks 1 1 mi HSS12X4X4 81 12 11 028 I I W-' I _RZ 1 1 17.452 27.6 27.6 27.6 1...'..6 1-6 w tan 1 H1-9,,� M3 HSS12X4X4 817 10 2 8 0 74571 27.6 27.6 27.6 1.....6 1 .6 1 H -2 Suggested Shapes Sectipa SeyMember Current ShaDe Suggested Shage Qgntrolfir)g MeMbQr Use Suaae%ed? R1A HS512X4X4 I HS S14 - T Yes Material Takeoff 1 Hot Rolled Steel 60 vveignum I I W-' I _RZ W Total HR Steel RISA-3D Version 5.Oc [CAProgram FiIes\Risa\untitIed.r3d] Page 6 E 1 0 ORIGINAL SUMMIT CONSULTING SERVICES, INC. 143 N 4080 E, Rigby, ID 83442 (208) 709 -5549 #07 -1036 August 9, 2007 Mr. Randy Webb Webb Custom Homes, LLC 567 W. 19 Street Idaho Falls, ID 83401 Re: Valley Wide Co- operative, #1, Lot 5 Rexburg, ID This letter is to provide documentation that Summit Consulting Services, Inc. has designed the lateral resisting system for the above referenced home. The design is based upon a 35 psf roof snow load, a 90 mph 3 second gust wind force with exposure B, and lateral forces for seismic design category D. The structural design is based upon the 2003 International Building Codes requirements and restrictions. Included is a "redlined" 2406 main floor plan and foundation plans, and a 2406 detail sheet, and calculation sheets 1 -19. The lateral resisting system is based upon continuously sheathed walls using 7/16" APA rated wall sheathing. All edges are to be blocked. This design does not require any interior braced walls. This design is intended to cover only the items referenced above. This letter is not intended to cover any other structural, mechanical, electrical, or architectural features. The design is for a one time use for the above office building only. The lateral analysis is limited to a one time use for the above referenced project and none of the design or portions of the design are to be used or reused on any other projects without the written consent of Summit Consulting Services, Inc. Due to the limited involvement and no construction observation, Summit Consulting Services, Inc. is limiting our liability to $9000. NAB Sincerely, i CJI OF REXBURG, • Designer: Adam Hoopes Date: 819/2007 Project: Valley Wide Co -OP #1, Lot 5 DESIGN CRITERIA CODE: 2003 IBC 0 ORIGINAL Summit Consulting Services, INC P.O. Box 1806 Idaho Falls, ID 83403 ROOF SNOW = 35 ROOF DEAD = 15 FLOOR DEAD = 15 FLOOR LIVE = 50 SEISMIC DESIGN PARAMETERS FROM USGS Ss = 0.606 g Fa = 0.13 g S1 = 0.193 g Fv = 2.03 g From seismic calculation output: Seismic Design Shear = 0.07 W WOOD SHEAR WALL WIND DESIGN: 3 second wind gust speed = 90 mph Wind exposure = B Assumed Soil Type: Sand, Silty Sand, Clayey Sand, Silty Gravel, and Clayey Gravel (SW, SP, SM, SC, GM, and GC) Allowable Foundation Pressure = 2000 psf Equivalent Fluid Pressure = 45 psf / ft of depth SUMMIT CONSULTING SERVICES INC. P. B ox IDAHO FALLS, I 83403 PH 20 8.709.5549 :— — x:� JOB: DATE: DESI NER: / JOB NO.: 163G_E3 �33 3 3. (Pce l U- �r S� S� 33 3.7s' PAGE NO.: aD s' v- �� 8 Designer: Adam Hoopes Date: 8/8/2007 Project: Office in Rexburg Shear Walk Summit Consulting Services, INC P.O. Box 1806 Idaho Falls, ID 83403 (1) For shear walls that have a height - width ratio of greater than 2:1, but not less than 3 1/2:1. Increase the shear for by 2w /H. (2) Use the Co factor only for Perforated Shear walls. (3) v = (W(Co *(2w /H))) / (length of shear wall segments) (4) R.M. = 70UL UL - WP (wp /2) {For Perforated Walls), R.M. _ %DL *DL *L *(L /2) {For segmented walls) 1 0 Designer: Adam Hoopes Date: 4/26/2007 Project: Office in Rexburg • Summit Consulting Services, INC 143 N 4080 E Rigby, ID 83442 WIND CALCULATIONS 3 second wind gust speed = 90 mph Wind exposure = B Wind End Zone Calculations Longitudinal dimension = Transverse Dimension = Eave Height = Edge Strips 10% of least horizontal dimesion or 40% of eave height, whichever is less, but not less than 4% of least horizontal dimension or 3 feet. End Zone = 2 * Edge Strips Longitudinal Edge Strip = 4.8 End Zone = Transverse 7 Edge Strip = 4.3 End Zone = ! FROM 2003 IBC WIND LOAD TABLE 1609.6.2.1(1) 9i 0 Designer: Adam Hoopes Summit Consulting Services, INC Date: 4126/2007 143 N 4080 E Project: Office in Rexburg Rigby, ID 83442 FRONT ELEVATION 0 AREA'S (FT ^S) PRESSURE Height Length ZONE A = 4.5 * 10 * 14.4 PSF = 648 ZONE B = 4 11.5 * 10 PSF = 460 ZONE C = 4.5 * 60 * 11.5 PSF = 3105 ZONE D = 20.5 * 60 * 10 PSF = 12300 ZONE A = 4 * 11.5 * 14.4 PSF = 662.4 ZONE A = 4.5 * 10 * 14.4 PSF = 648 TOTAL = 17830 LBS SIDE ELEVATION AREA'S (FT ^S) PRESSURE ZONE A = 4.5 * 9 * 14.4 PSF = 583.2 ZONE B = 13 * 10.5 * 10 PSF = 1365 ZONE C = 4.5 * 25 * 11.5 PSF = 1293.75 ZONE D = 13 25 * 10 PSF = 3250 ZONE B = 3.5 10.5 * 10 PSF = 367.5 ZONE A = 4.5 * 9 * 14.4 PSF = 583.2 TOTAL = 7450 LBS 0 0 9 Designer: Adam Hoopes Date: 4/26/2007 Project: Office in Rexburg ROOF SNOW = ROOF DEAD = FLOOR DEAD = OUSE Summit Consulting Services, INC 143 N 4080 E Rigby, ID 83442 SEISMIC CALCULATIONS 35 15 15 ROOF AREA = 80 *43 F = ((0.2 *35) +15) *(3440) *(0.07) 3440 FT ^2 5300 LBS. Y Office in Rexburg 0 0 MCE Ground Motion - Conterminous 48 States Zip Code - 83440 Central Latitude = 43.763462 Central Longitude = - 1.11.609017 Period MCE Sa (sec) Mg) 0.2 060.6 MCE Value of Ss, Site Class B 1.0 019.3 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 079.4 Sa = FaSs, Fa = 1.31 1.0 039.2 Sa = FvS 1, Fv = 2.03 Designer: Adam Hoopes Summiensulting Services, INC Date: 4/26/2007 143 N 4080 E Project: Office in Rexburg Rigby, ID 83442 SEISMIC DESIGN: Type of Occupancy: (fable 1604.5 and Section 1616) Residential Table 1616.3.(1) Building Category or Seismic Use Group: (Table 1604.5 and 1616.2) Building Category = j Seismic Importance Factor: (Table 1604.5) I = 1.00 Soil Site Class: (1615.1.1) Site Class = D Response Modification Coeff. R: (Table 1617.6.2) R = 6.5 Equivalent Lateral Force Procedure for 2003 IBC: Design Approximate Fundamental Period, T I 0.529 h„ = Height (feet) above base to highest level of building. hn = 25 C, = Building Period Coefficient (ASCE 7 -02, 9.5.5) Ct = 0.02 Calculate Approximate Fundamental Period, T CT *h„" T a ' = 0.224 Maximum Considered Earthquake Response Accelerations: Short Periods, Ss: (CD rom) S S = 0.606 g 1 Second Period, S1: (CD rom) S, = 0.193 g Earthquake Response Accelerations Adjusted for Site Class Effects: Site Coefficients: Fa: (fable 1615.1.2(1) or CD rom) F = 1.310 g Fv- (Table 1615.1.2(2) or CD rom) F v = 2.030 g Sms: = Fags (2000 IBC Eq. 16-16, 2003 IBC Eq. 16-38, or CD rom) S = 0.794 g SM1: = F„ S 1 (2000 IBC Eq. 16-17, 2003 IBC Eq. 16-39, or CD rom) S M1 = 0.392 g Design Spectral Response Acceleration Parameters: (1615.1.3) SDS = 213S = (2000 IBC Eq. 16-18, 2003 IBC Eq. 16-40) S = 0.529 g SDI = 2/3S,,,, = (2000 IBC Eq_ 16-19, 2003 IBC Eq. 164) SDI = 0.261 g Nature Of Seismic Use Table 1616.3.(1) Table 1616.3.(2) Largest SDC from Tables 1616.3.(1) &(2) SDC* to Use for Occupancy Group S DS SDC* S DI SDC* Design Residential I 0.529 D** 0.261 D** D** D** * SDC is the "Seismic Design Category" 51 = 0.193 Seismic Use Groups I and II structures located on sites with mapped maximum considered earthquake spectral response acceleration at 1- second periodm S1, equal to or greater than 0.758, shall be assigned to Seismic Design Category E, and Seismic Use Group III structures located on such sites shall be assigned to Seismic Design Category F. Designer: Adam Hoopes Date: 4/26/2007 Project: Office in Rexburg SummiInsulting Services, INC 143N4080E Rigby, ID 83442 General Procedure Response Spectrum: To =.2Sd1 /Sds= Ts =Sd 1 /Sds= (1615.1.4) TO _ H , 0.8 0.326 1.0 0.261 1.2 0.218 1.4 0.187 1.6 0.163 1.8 0.145 2.0 0.131 Seismic Response Coefficient, Cs: (1617.4.1.1) Since Seismic Design Category is D** and S1 is less than 0.6 thus Cs min = 0.044Sds(le) Cs shall not be less than: C = 0.044Sds(le) = 0.023 } ( Eq. 16-37) Cs calculated Cs = Sds /(R/le) = 0.081 } ( Eq. 16-35) Cs need not exceed: Cs = Sd1 /((R/le)*T) = 0.180 } ( Eq. 16-36) Cs u sed for design of Seismic base shear = Elgin Seismic Base Shear: V = Cs *W (Eq. 16-34) See Section 1617 for the E to use in the load combinations of Section 1605.4. Q = The effect of horizontal seismic forces = Seismic base shear (V) = Cs *W Seismic load effect E. Where the effects of gravity and the seismic ground motion are additive seismic load, E, for use in Formulas 16 -5, 10, and 17 shall be defined by: E = p * + 0.2 *Sps *D (Eq. 16-28) Where the effects of gravity and seismic ground motion counteract, the seismic load, E, for use in Formulas 16 -6, 12, and 18 shall be defined by: E = p * - 0.2 *Sp *D (Eq. 16-29) • Designer: Adam Hoopes Summit Consulting Services, INC Date: 4/26/2007 143 N 4080 E Project: Office in Rexburg Rigby, ID 83442 Simplified Analysis per 2003 IBC Section 1616 6 1 Simplified analysis in accordance with Section 1617.5 shall be permitted to be used for any stucture in Seismic Use Group I, subject to the following limitations. Requirements for simplified analysis: 1) Seismic Use Group 1 2) Buildings of light frame construction not exceeding three stories in height, exluding basements. 3) Buildings of any construction other than light- framed construction, not exceeding two stories in height, excluding basements, with flexible diaphragms at every level as defined in Section 1602. Section 1617.5.1 Seismic Base Shear: V = 1.2 *SDS -W R R = The response modification factor from Table 1617.6.2 = 6.5 V = 1 . 2 * SDS *W = 1.2* 0.53) * W = 0.10 *W R 6.5 V = QE IBC 1617.1 Seismic Load Effect E For structures designed using the simplified analysis procedure in Section 1617.5, the seismic load effects, E and Em, shall be determined from Section 1617.1.1 IBC 1617.1.1 Seismic Load Effect, E Where the effects of gravity and the seismic ground motion are additive, seismic load, E, for use in Equations 16 -5, 16 -10, and 16 -17, shall be defiened by equation 16 -50: E = pQ + 0.2 *SDS *D Equation 16 -50 Q = effect of horizontal seismic forces = Simplified Base Shear (V) p = redundancy coefficient obtained in accordancy with Section 1617.2 D = effect of dead load Where the effects of gravity and seismic ground motion counteract, the seismic load, E, for use in Equations 16 -6, 16 -12, and 16 -18 shall be defined by equation 16 -51. E = pQ - 0.2 *Sos *D Equation 16-51 p from shear wall and frame analysis (use the largest p for each direction) pmin=1.0; r ,. =1.5 I to 0 • P front/ back - 1.00 P sides = 1.00 Seismic load effect E for use in the load combinations is: Front / Back Direction• From Equation 16 -50 E = pQ + 0.2 *SDS *D = (1..00) * QE + 0.2 * (0.53) * D = 1.00 * QE + 0.11 *D When D and Q are in the same direction. E = pQ - 0.2 *S *D = (1.00) * QE - 0.2 * (0.53) * D = 1.00 * QE - 0.11 *D When D and Q are in opposite directions. From Seismic Load Combinations: Equation 16 -10 " D +0.7 *E +L = D + 0.7 (1.00*QE +0.11 *D) +0 = 1.074 *D+ 0.7 * QE When D and Q are in the same direction. D +0.7E +.L = D +0.7(1.00 *QE - 0.11 *D) +0 = 0.926 *D+ 0.7 * QE When D and Q are in opposite directions. Equation 16 -12 0.6 *D + 0.7 *E = 0.6 *D + 0.7 (1.00 *QE + 0.11 *D) = 0.674 * D + 0.7 * Q When D and Q are in the same direction. 0.6 *D + 0.7 *E = 0.6 *D + 0.7 (1.00 *QE - 0.11 *D) = 0.526 *D + 0.7 * Q When D and Q are in opposite direction. For design shear capacity, dead and live load are not involved, all load combinations reduce to: 0.70 Q Holdown tension capacity the governing load combination is (comparing opposite direction equations) 0.53 *D + 0.70 *QE Wall boundary element compression capacity (comparing same direction equations) 1.074 *D + 0.70 *QE Sides: From Equation 16 -50 E = pQE + 0.2 *S *D = (1.00) * QE + 0.2 * (0.53) * D = 1.00 *QE + 0.11 *D When D and Q are in the same direction. * * = PQE - 0.2 Sp D = (1.00) QE - 0.2 * (0.53) * D = 1.00 * QE - 0.11 *D M-P901 E r When D and Q are in opposite directions. From Seismic Load Combinations: Equation 16 -10 D +0.7 *E +L = D + 0.7 (1.00*QE +0.11 *D) +0 = 1.074 *D+ 0.7 *QE When D and Q are in the same direction. D +0.7E +L = D +0.7(1.00 *QE - 0.11 *D) +0 = 0.926 *D+ 0.7 *QE When D and Q are in opposite directions. Equation 16 -12 0.6 *D + 0.7 *E = 0.6 *D + 0.7 (1.00 *QE + 0.11 *D) = 0.674 * D + 0.7 * QE When D and Q are in the same direction. 0.6 *D + 0.7 *E = 0.6 *D + 0.7 (1.00 *QE - 0.11 *D) = 0.526 * D + 0.7 * QE When D and Q are in opposite direction. IFor design shear capacity, dead and live load are not involved, all load combinations reduce to: 0.70 Q Holdown tension capacity the governing load combination is (comparing opposite direction equations) 0.53 *D + 0.70 *QE Wall boundary element compression capacity (comparing same direction equations) 1.074 *D + 0.70 *QE SUMMARY OF SFISMIC nFS1r:AI FnOr1=4Z " - Licau wau T rumuoeu moos anow Low (ror Koot Snow Loads Uver 30 P5F) D = Dead Load r Design Shear Capacity Holdown Tension Capacity Compression Capacity Front / Back 0.070*W 0.53 *D +0.070*W 1.074 *D +0.070*VI / Sides 0.070 *W 0.53 *D +0.070*W I 1.074 *D +0.070 *W " - Licau wau T rumuoeu moos anow Low (ror Koot Snow Loads Uver 30 P5F) D = Dead Load r 0 . Job: REXBURG OFFICE Summit Consulting Services, Inc Date: 8/9/2007 Designer: Adam Hoopes Job # 07 -1032 Concrete Reinforcement Design Mu = 4435 ft -Ibs Length = 10.00 d = 5 In dead 1.4 * 0 = 0 b = 12 in live 1.7 * 260 = 442 fc = 2500 psi Total 442 fy = 60000 psi Mu = w(L) ^2/8= 5525 Mn= Mu /0.9= 4927778 p =(1 /m) * (1- sgrt(1- 2 *m *(Rn /fy)) = 0.003454 Rn = (Mn *12)/(b *d ^2) _ '197.1111 m = fy /(0.85*fc) = 28.23529 As = p *b *d = in ^2 Rebar Size Spacing #4 11 #5 17 #6 25 OMn = O *A *f *(d -a/2) a = (A,*f / (.85*f A = 0.31 in ^2 a= 0.7294118 omn = 77594.824 in -Ibs 6466.2353 ft-Ibs q ig 0 . SUMMIT CONSULTING SERVICES INC. _ P.O. Box 1806 IDAHO FALLS, ID 83403 PHONE: 208.709.5549 A JOB QG Q - - - DATE O � .: DESIGNER: JOB NO.: 2 a 104 t ,7 s = tol V eir.r. *- 14P It e/cl �L N 0'mv z.: p +DOS i6 C+C� 9t13� = O. Ap PAGE N -V P II IFS pq C � J Hot Rolled Steel Code AISC: ASD 9th y .. NDS Wood Code NDS 91 ASD Concrete Code I AU 1999 Hot Rolled Steel Section Sets Member Primary Data - uvc UCdi I l /'�OUV 4� � icai RISA -31D Version 5.0c [C: \Program Files \Risa \untitled.r3d] Page 1 '1 Global 0 General Material Properties Hot Rolled Steel Properties General Section Sets • 0 Member Advanced Data 1 M 1 c ITEI I wliz r rn , uasei In i L c�ni Ph sical T M Inactive 0 12 / Yes . ......... .... -1 3 M3 _1 0 Yes Joint Coordinates and Temperatures 1 N1 I IL c ITEI iemI2 rFj D tach From Dia ... rt L cation ° ° En L cation ft � Ill �.. ...... ...I•IAtM•JIII 0 12 / UNIFORMZ F. . ......... .... -1 0 Joint Boundary Conditions 1 N1 Reaction Reaction Reaction 1 7, K ot. K -turao Y Rot. k -ft/rad R - rad rt L cation ° ° En L cation ft � Ill �.. ...... ...I•IAtM•JIII • • 3 N3 Reaction / UNIFORMZ F. Z ......... .... -1 Hot Rolled Steel Design Parameters I �K_I 01. --- I Design Size and Code Check Parameters Joint Loads and Enforced Displacements (BLC 3: lateral) Member Point Loads Member Pattern Distributed Loads Member Label Load Pattern Muf i li r No Data to Print ... Distributed Load Pattern Definitions 1 - - _- UNIFORMX ��•. X �� - III wuc r, �..r =na Iola nano K/ a... rt L cation ° ° En L cation ft � Ill �.. ...... ...I•IAtM•JIII • • � � / � / UNIFORMZ F. Z ......... .... -1 0 _1 0 Design Size and Code Check Parameters Joint Loads and Enforced Displacements (BLC 3: lateral) Member Point Loads Member Pattern Distributed Loads Member Label Load Pattern Muf i li r No Data to Print ... Distributed Load Pattern Definitions 1 - - _- UNIFORMX ��•. X �� - III wuc r, �..r =na Iola nano K/ a... rt L cation ° ° En L cation ft -1 -1 0 0 3 UNIFORMZ F. Z ......... .... -1 0 _1 0 RISA -3D Version 5.Oc [C: \Program Files \Risa \untitled.r3d] Page 2 /� 0 • Member Direct Distributed Loads (BLC 1 • dead) Member Direct Distributed Loads (BLC 2 • live) Basic Load Cases S rface... Envelope Joint Reactions - - - -- �-�•R � .. '00,61vny r Gravi c ur vi joint Poin P ttern ...Direc D.. rea M... dead DL © N3 Imaxl 1 1 1 / I w =l 3 1 lateral WL i S rface... Envelope Joint Reactions RISA -3D Version 5.Oc [C: \Program Files \Risa \untitled.r3d] Page 3 Load Combinations Envelope Joint Displacements •"'�� �, ' m 1 •. � � �L�r 719 �L��ifl� 1 L�i9 © N3 Imaxl 1 1 1 / I w =l RISA -3D Version 5.Oc [C: \Program Files \Risa \untitled.r3d] Page 3 Load Combinations Envelope Joint Displacements 0 • _Envelope Joint Reactions (Continued) .Inint v rn.i I— SEWMNAROTA .. �., i n Ic. L K Ic MX IK-TEI Ic MY Uk -ftl IC MZ -ft Ic 7 N4 max 0 1 1 0 1 0 1 0 0 � 1 1 0 9 1 Totals 4 1 max 19 19.8 4 Envelope Member Section Stresses Envelope Member Section Forces RISA -31D Version 5.Oc [C: \Program Files \Risa \untitled.r3d] Page 4 R • i Envelope Member Section Torsion Envelope Member Section Stresses (Continued) Envelope Member Section Deflections RISA -3D Version 5.Oc [C: \Program Files \Risa \untitled.r3d] Page 5 0 0 _Envelope ASD Steel Code Checks Momhcr Ch--- 1 M1 HSS12X4X4 .818 12 11 anear ... HOC n .028 0 uir y Ic 1117.452 Fa si Ft si 27.6 Fb - ...Fb z -z ...Cb 1 Cm Cmz ASD E n 27:6 27.6 -•• .6 .6 H1 -2 3 M3 HSS12X4X41 .817 1 0 10 .028 0 1017.452 27.6 27.6 1 -2 Sugaested Shapes RISA -3D Version 5.Oc [CAProgram Files\Risaluntitled.r3d] Page 6 Envelope Member Section Torsion (Continued) Material Takeoff