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HomeMy WebLinkAboutMULT DOCS - 06-00400 - Premier Performance Remodel O d 0 Z O ...I rn .~ 0 0 ~ ~ D ~~~ ~ ~ 7 (p ~ -a -p N ~ ~_ CD ~ ..n ~. ~ ~ N ~. y' N ~ _~ ~~ QN o ~~Q C N (7 ~ ~ n o . ~ C ~ ~ "D N N ~ j d n v ~. n a ~ v c ° ~ °1 0 0 ~ a ~ c N o ~ ~, o S o c m ~ a ~ F o ~ ~ n ~ ~ 1 ~ -~ a m v v ~ ~Z ~a ~ aa° ~~~=,o ~ a? N d is ~ c ~ w Znco ~ 0 0 0 ~ m c m m m n N, o m ~ c ~<~a o m n o ~-~y3~ N ~~o ~~~~ ~~~o.~, .~ o ~ m f ' ~ v o ~ °~ m o ~ S ~ 7: m o o ~ o n ~' n 2 m C -~ m '0 O ~_ Z r v ~ ~° r D ~~ 7 m y v o 2 m 00 r v z m G7 ~ ~~,~~ z .,. ~. ~ ~ u~' m ~~, °,~ ~ _ a;~~~ .,~~~ m n cQ o a =~ ~ ~ ~ Z ~ N .a-.~ ~ ~ D ~~ y ~ ~ C ~ (~ `~ p1 ~~~D I~ Q ~ ' Z . 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Main St. I Rexburg, ID. 83440 Building Permit No: 06 00400 Applicable Edition of Code: International Building Code 2006 Site Address: 278 Dividend Dr Use and Occupancy: Premier Performance Remodel Type of Construction: Type V, non-rated Design Occupant Load: 35 Sprinkler System Required: No Name and Address of Owner: Premier Performance Products 1227 Morningside Dr Rexburg, ID 83440 Contractor: Muir Construction Co Special Conditions: Occupancy: Business - ofFce, professional or service transactions This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed wes found to be in compliance inith the requirements of the code for the group and division of occupancy and the use for tahich the proposed occupancy vties classified. Date C.O. Issued: July 22, 2009 ~PM) C.O Issued by: ---~ Building Official There shall be no further change in the e~asfing 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 Inspector~~~ ~~~ Fire Inspector:6~~'~~ Electricallnspector: PBZAdministrator:~~~ ifs.. . , CITY OF REXB URG BUILDING PERMIT APPLICATION ,.. _ _ ~w.,. .,- ,., , ~., ,-~.. Please c 06 00400 19 E MAIN, REXBURG, ID. 83440 If the quest Premier Performance Remodel 208-359-3020 X322 PARCEL NUMBER: '~~'R,IQ.~(,~j~ ~~ (We will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# (Addressing is based on the information -must be accurate) OWNER: CONTACT PHONE # Zo$ "~S C~ "4~OCo Rss /g PROPERTY ADDRESS: Z78' E• ,~~ v~ p,~,t9~ PHONE #: Home ( ) Work Cell OWNER MAILING ADDRESS: ~~.~ CITY: STATE: /D ZIP: ~~~/~ EMAIL APPLICANT: (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for o n ~ ion.) ~~" ~-' APPLICANT INFORMATION: ADDRESS y9 ~~~ STATE; ZIP EMAIL ~ ~ C~/~(xh,~ 2 PHONE #: Home ( ) Work ( ) c`` ~U ,-~~~_ 1 W-vv a CONTRACTOR: /'V I !~ MAILING ADDRESS: /Qsg A~~l~ ~Q , CITY ~~jC ~ p~J- STATE /D ZIP S~y~/ PHONE: Home# (p ' Work# > ~pCell# ~ ~ " 7~0~ EMAIL~(AI~~GMAtLUA~'AX ~J~o-J ~ / / ICl~ho re-~~~C~IOU~~~`~--Z..._________- How many buildings are located on this property? / Did you recently purchase this property? 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: ~N~ ~~1a A-~ (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have read this application and state that the information herein is c ct an 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 o exbur hall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this applic tion and hereby authorized represent ves of the City to enter upon the above-mentioned roe for inspections purposes. NOTE: The building officia ay revgji~a permit on apprg~l issued unde a provisions of the 2000 International Code iii~l s rune :'8'{~t~iST~®ese~e~ of fact in the applicatio or on th lans on wbi~h the rmit or anar 1 was based. Permit void if not started within 18 v . P rt id i orl sto for 0 an, / / Sign re of wn pp scant AU~A~~O ZoQ6 Do you prefer to be contacted by fax, email o one? Circle One v WARNING - BUILDING P ST BE POSTED ON C NST UCTION SITE! Plan fees are non-refundable and are paid in full at the time of applica on/Rh~' r ~u City of Rexburg's Acceptance of the plan review fee does not c ns p n ru _ FAX 3 ' **Building Permit Fees are d time of application** **Building Permits are ~f you check does not clear** ~leas'e complete the e~ire Application! p If the question does not apply fill in NA for non applicable NAME /`~35~- /'I~t ~ .ww ~c.~ , PROPERTY ADDRESS L7g ~ivia,t~ De Permit# SUBDIVISION Dwelling Units: SETBACKS FRONT SIDE SIDE BACK Remodeling Your Building/Home (need Estimate) $ 0 0 SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Second floor/loft area Third floor/loft area_ Shed or Barn Unfinished Basement area Finished basement area_ Garage area Carport/Deck (30" above g )Area Water Meter Quantity: **************** Water Meter Size• Required!!! PLUMBING Plumbing Contractor's Name: ~j~ ~/~,> Business Name: Address Contact Phone: ( ) Email FIXTURE COUNT (including roughed fixtures) ~ Clothes Washing Machine O Dishwasher Floor Drain a Garbage Disposal O Hot Tub/Spa I Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ ~~ Sao (Commercial Only) Required! Signature of Licensed Contractor The Ciry of Rexburg's permit ~ Tub/Showers 3 Toilet/Urinal ~_ Water Heater _~ Water Softener License number schedule is the same as Date the State of Idaho Parcel Acres: City State Business Phone: ( ) Fax Zip ~Z Sprinklers 4 Please complete the entire Application! If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS SUBDIVISION Permit# Required!!! MECHANICAL Mechanical Contractor's Name: /Gt Business Name: S~ (/~_. Address ~ ~ ~ ~~ (~'.~ ~ City~~ State ~~ Zip ~S`~fZ Contact Phone: ~O~ ~~ ~ ~ i~(~SC~ Business Ph ne: ( ) ,~~ Email Fax Mechanical Estimate $~ (Commercial/Multi Family Only) FIXTURES & APPLL4NCES COUNT (Single Family Dwelling Only) / Furnace Exhaust or Vent Ducts Furnace/Air Conditioner Combo Dryer Vents Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas-fired appliance Incinerator System Boiler Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic MechfCrf ical Sizi Licensed Contractor The City of Rexburg's ns must be submitted with Plans & A~ ivery must be shown on plans. License number Date schedule is the same as required by the State of Idaho Building Safety Department City of Rexburg 19 E Main janellhQrexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 OWNER'S NAME ~~~~ _ ~ ~ C, ~_~~ i~ PROPERTY ADDRESS U SUBDIVISION PHASE LOT BLOCK oQ ~,xB vRC, .,~ ~7 CYI T~YTO~F (~! v'~ ' ~ ~1 ~.i V 1\V cb - '•~,~~EO America's Family Community 06 00400 Premier Performance Remodel Required.!! ELECTRICAL ~.,r~ Electrical Contractor's Name ~~~;~~ ~ . ~ '" /~ Busin ss Name ,~ ..T _ ~ Address /'_~~7` ., _,~ > `f City Cell Phone ( ) J, "7 '~C,_, Business Phone Fax ( ) ~ ° - r'~ ~~~ ~ Email ~c ~~~'c.= ~j'. ,/ ,.- Electrical Estimate (cost of wi 'ng & labor) $,~~~`+ ~~ COMMERCIAL/MULTI-FAMILY ONLY) TYPES OFINSZALLATION(RESIDEN IAL (New Residential includes everything contained within the residential structure and attached garage at the same time) Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Existing Residential (# of Branch Circuits) Spa, Hot Tub, Swimming Pool 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) _Tem orary Amusement/IndustXy um 3 inspections. Additional inspections charged at requested inspection rat~'Of $40 per hour. of Licensed Contractor License number Date The schedule is the .came as required by the State 7 ~leasQ complete the enti~Application! If the question doe~t apply fill in NA for non applicable ,~,~ NAME ~~L ~'y//L.~}'~~~sLj PROPERTY ADDRESS Permit# SUBDIVISION Required!!! MECHANICAL Mechanical Contractor's Name: ~ ~~~J Business Name: Address City State Contact Phone: Email Business Phone: ( ) Fax Mechanical Estimate $ ~ ~~oo~ (Commercial/Multi Family Only) 'i FIXTURES & APPLL4NCES COUNT (Single Family Dwelling Only) ~, Air Conditioner Bath Fan Vents Range Hood Vents Boiler Cook Stove Vents Decorative Gas Fireplaces Dryer Vents Evaporative Cooler Exhaust or vent ducts Fuel (gas) piping fixtures or appliance outlets Furnace Furnace/Air Conditioner Combo Heat Pump Incinerator Pool Heater Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Space Heater Unit Heater Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. Signature of Licensed Contractor License number Required! Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho Zip 5 ' • ~ Y' ~ • • d~ CITY QF ~`"`~ ~ 4= , ~ ~ : ~;, ~ ~ ~-~ £'~ ~~ ~ ~ ~ __ ~ 4 REXBLiR~ :i. K~ ~ ~ ~ a ~ ~ ~ ~~~ 3 . .., '. ~ Z ` • A. AMERICAS FAMIt.Y COMMUNI"IY 19 E. Main St. Phone: 208-359-3020 x326 Rexburg, Idaho 83440 Fax: 208-359-3024 www. rexburg. org cdd@rexburg. org APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO APPROVED BY: -APPLICANT INFORMATION: n BUSINESS NAME: ~CusSf, _ ~~~~o,/ OFFICE ADDRESS: Z7~ ~' D,,,,e~c,p _ ,P~xBu,e~- ~,~ ~ yyp City State Zip OFFICE PHONE NUMBER: ( Z~8' )_3S~ oil X /g CONTACT PERSON: P ~-Ey ~~,~ CELL PHONE # (~" ) .~~ 7 -/ / ~~ -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: Z7 ~ ~iv~o~~ ,e. BUSINESS NAME WHERE WORK WILL BE DONE: DATES FOR WORK T0~ DONE: / TO ~c~- ~ CONTACT PERSON: ~~' ,~~~- PHONE NUMBER: ( ) 3S~~~oG ~ i~ CELL # ( ) ~/7 /!~ PLEASE CHECK THE TYPE OF PERMIT(S) 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, AND CANOPIES APPLICANTS SIGNATURE DATE 6 ~~~~ SUBCONTRACTOR LIST Excavation & Earthwork: /1/~ Concrete: /V Masonry: /1f/~ Roofing: Insulation: (~,N-per ~y~~~ Drywall (~~~ ~Jj~ Painting: (,~,iyp~ ~~Idc-c..) Floor Coverings: GcyLL~~ ~~r~~ Plumbing: (,yam ~e~~Ji~~ Heating: ~ ~rJ~~u.~ Electrical: G~~L~~ ~~~'~ Special Construction (Manufacturer or Supplier) Roof Trusses: /V/T Floor/Ceiling Joists: /~7(// ~ ~ ~ /~.•..~-4~~y~- ~~~Y Siding/Exterior Trim: ~,g Other: 7 EXEMPTIONS FROM STATE REGISTRATION As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your state registration number or your exemption from the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with your license renewal or your next permit application. (This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at www.ibol.idaho.gov/cont.htm) ^ Currently State licensed pursuant to Title 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors/Journeyman, 12 Engineers/Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing/Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems ^ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable activity with no wages or salary ^ Employee of a US Government agency (State, City, County, or other municipality) ^ Public Utility doing construction, maintenance, or development to its own business ^ Involved with gas, oil or mineral operations ^ Supplier doing no installation or fabricating ^ Contracting a project or projects with a total cost less than $2000 ^ Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code ^ Any type of water district operations ^ Work in rural districts for fire prevention purposes ^ Owner who performs work on own property or contracts with a registered contractor to do work as long as the property is not for resale within 12 months ^ Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that property ^ Real estate licensee/property manager acting within Idaho Code ^ Engaging in the logging industry ^ Renter working on the property where they live with the property owners approval ^ Construction of a building used for industrial chemical processing per Idaho Code ^ Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certify that the above information is true and correct to the best of my knowledge Signature Date Print Name Hatch's Lacey s Office Office Reception Area Handicap Bathroom Accounting Offices Break Room Server Room Storage Room Storage Brandon's Room Office Men's Urinal 2'-1 1~ I a 1 R,:. ~_`°~e {j 0..A~.......s~~,v.. r m4 ~r~~ ,~ °,°~ ~~ X~a~ Xa ~ ~ bo i,, o a ~ ~ c 3 c m'o v 3 ~ m'o ~ .~.~ r° i rn ; ~ v < o L ,a v ! '<'p ~~~ w , o ua~ ~ wn~ ~, j i ~~n ~~o ..... ~ { E3~~~ 0 0 ~ ~ ~Y OD A V~ Ova ~ ~u W vop a o ~ ~ ~ v o w a~ w n~ ,',~,;;, ~~i 7 ~ ~~~ • ~o ~~~ 'n ~ ~ ~ .. iw ~~ ~ gg~~4~ Lls~i ~ n u ~ 4 : f ~ ~ ~ , 'i r*Cn ~ ~ 06 00400 Premier Performance Remodel Design Intellig Engineering Calculations ~ummury Date: September 11, 2006 Subject: Premier Products, Rexburg, Madison County, Idaho Customer: Premier Products Abstract This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2003 as the basis for the calculations. Materials: Dimensional Lumber - NDS 1997 design values Concrete: 2500 psi @ 28 days Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60 Assumptions: IBC; 200 ~ -Foundations designed for Max Brg Presstue of 1500 psf Design Loads: Roof Live Load (min) - 20 psf during construction Ground Snow load = 47 psf, Roof Snow load= 35 psf Suow Load Importance Factor - 1.0 Snow Exposure Factor- 0.9 ~Tdind = 90 mph, Exposure B Wind Importance Factor - 1.0 Wind Exposure = B Seismic Design Category - D 1 Seisnuc Use Group - 1 References: IBC ?003 Customer Drawings TrusJoist MacMillian Design Guides Summary: All beam sizes and footing sizes are noted on the drawings. Designed y: c t A Spauldi , P.E. Checked By: Dut ~ Date: These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. i v Desgn Intelligence, LLC 1037 Erikson Dr. PREMIER PRODUCTS REMODEL REXBURG, IDAHO ~~~uu~y, ~ud~~~ o~~r~-~ Design Parameters -_ . , _ - - -- ---_ Snow Load: ----- - -- T --- Snow Loads Rise I Run 35 4- --- - psf ' '' ----- - -+ - -- - _'~ , -- Reduction ! Use Roof Pitch 3 12 0.0 psf I 35.0 psf Roof Pitch 4 12 0.0 psf ~; 35.0 psf Roof Pitch 6 12 _ 2.5 psf 32.5 'psf _ __ Roof Pitch 7 12 3.8 psf - -- 31.2 _ _ ;psf Roof Pitch 8 12 5.1 psf --- 29.9 _ - psf Roof Pitch 10 12 7.4 psf- 27.6 psf --- - Roof Pitch 12 12 9.4 psf 25.6 psf Wind ', -_ Design Wind Speed 90 mph :_ _ ~ Importance Factor -_ 1 ;- __ -__ Exposure - B '~, Simplified Method Section 1609.6 'Applicable loads are shown in bold letters. - __ -_ Horizontal Loads _ - _ :End Zone Interior Zone - - Transverse Wall . Roof Wall Roof - - --~ 5:12_ 12.8. -6.7 8.5 4 _ 5:12 17.8 -4.7 11.9 -2.6 '~ - - - _ > 5:12 14.4 9.9 11.5 -_ 7.9I - Lon itudinal 12.8 9 -6.7 8.5 - ---~_ -4' -- Vertical Loads - End Zone ,Interior Zone ilNinward Overhang -_- -_ _ _ Transverse 'Windward Leeward - Windward Leeward !.End Zone - -_ Interior Zone --_ _ Roof Roof Roof Roof < 5:12 -15.4 -8.8 -10.7 --,- -6.8 i -21.6 -16.9' -5:12 15.4 - 10.7 - 10.7 - -8.1 - _ -21.6 -16.9' > 5:12 5.6 -8.8 4.8 7.5', 5.1 - '' -5.8 Longitudinal -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 Maximum Horizontal Wall Loads ~ _ - _ Transverse Zone _ '1E 4E 1 4, -- < 5:12._ 9.8 -7.5 7.2 - -5.8 ~ - - 5:12 12.1 -10.1 8.8 - -7.5 , > 5:12 10.7 -8.1 9.1 -6.8 - -- Longitudinal 9.8 -7.5 7.2 -5.8, 9/11 /2006 Page 1 Design Intelligence, LLC ~ PREMIER PRODUCTS REMODEL • 1037 Erikson Dr. REXBURG, IDAHO r~c~uuiy, iuai~u oo~r~r~ _ - __ _ 1_-- -- -_ - - _ Component and Cladding Design Wind Pressures -Table 1609.6.2.1(2) _ _ __ __- Roof ~ Zone Area __ < 5:12 --- 5:12 ' ' > 5:12 __ 1 10 10I -14.6' 10I -13.3' 13.3 -14.6 1 20 10', -14.2', 10''~, -13' 13 -13.8 1 50 , 10 _ -13..7' 10' ; -12.5': 12.5' -12.8 _ 1 100 _ - _ 10 -13.3 - 10' -12.1 12.1 - -12.1 2 10 10 -24.4 10! -28.2 13.3 -17 __ 2 _ 20' 10 -21.8 10', -25.6 13 -16.3 2 50' 10 _ _- - -18.4 10 -22.1 12.5 -15.3 2 100 10' __ -15.8 __ 10' ' -19.5 12.1 __ -14.6 3 10 10' -36.8 ___ 10 ' -28.2' 13.3. -17 3 20'' 10, -30.5 10' ~ -25.6 13 -16.3 __ 3 50 - __ - 10' _ -22.1 __ _ 10' -22.1 12.5 - -15.3 3 100 10' -15.8! 10', -19.5 12.1 -14.6 Wall_ _ _ _ _ - - _ _ _ _ 4 10, 14.6 -15.8 4 20 13.9'' -15.1'. __ 4 50' 13 _ -14.3! _ _ _ 4 _ . 100 12.41 _ -13.6' __ _ 5 10 14.6 _ -19.5, ___ _ 5 20'' 13.9,.. ._18.2 _ 5 50 13; -16.5. _ 5 _ 100 _ 12.4! _ -15.1' -- - _ Roof Overhang Component and Cladding Design Wind Press _ _ __ ures -Table 1609.6.2.1(3) Zone Area < 5:12 5:12 I > 5:12 2 10' -21 ' _ -27.2' : _24.7 _ 2 20' _ -20.6 __ __ -27.2 ' -24 _ 2 50' -20.1 ' _ -27.2 -23 _ 2 1001 -19.8, __ . _ -27.2'; -22.2.._. : . 3 _ 10' -34.6 _ -45.7..__._. _24.7 3 20' -27.1 ... 40.5', _ -24 _ 3 50' . _ -17.3 _ -33.6' -23 _ 3 ... 100. -10 ; __ -28.4 ! -22.2 _ 1609.6.2.1(4) Height and E xposure Adjustment Coefficient = 1 - _ ~ _ _ _ _ , _ 9/11 /2006 Page 2 Design Intelligence, LLC 1037 Erikson Dr. • PREMIER PRODUCTS REMODEL REXBURG, IDAHO RCAUUI , ~uanu OJ4'-FU Seismic - - Reference Code -IBC 200 _ - - ~ _ ~ ~ --_- 3 'Values for Ss, S1, Fa and Fv are taken -- - _. _ . using Zip Code 1615.1.2.(1) Fa ifrom Code Control CD - -- - --- 1615.1.2(2). Fv --- - fi - - -__ - __ 1615.1 Ss 1.235' g -- -- 1615.1 SI 0.646 g -_ _ _- Fa Fv Site Class A -Hard Rock 0.8 0.8 1 - Site Class B -Dense Soil or Soft Rock _ 1 1 - - --- __ Site Class C -Stiff Soil ', 1.2 1.7 Site Class D =Soft Soil 1:01 1.59 ' - -- - -- ~, - -- Site Class - A B , C p - _------ 1615.1.2 SMS = FaSs 0.988.. 1.235 1.482 1.24735 1615.1.2 SM1 = FvS1 , 0.5168 0.646 1.0982 1.02714 _ __ _ - _ Design Spectral Resp Accel 1615.1.3 SDS = 2/3*SMS 0.66196 0.82745 0.99294 0.835725 SDI = 2/3*SMI '~i 0.346256 0.43282 0.735794 0.688184 -_ _ -- - __ _ ~ 1616.2 Seismic Use Group !.1616.3 Seismic Design Category Group I -Non-Essential .Table 1616.3(1) D Table 1616.3(2) - -- _ __ D --._ -- Seismic Response Coefficient - -- - 1617.6 (Table 1617.6) Response Modification Factor R = 6 ___ 1616.2 (Table 1604.5) Occupancy Importance Factor I = 1 Basic Fundamental Perio - _- d Ct - - !Steel Moment Resisting Frame 0.035 __ - - - _- 'Reinforced Concrete Moment Resisting Frame 0.03 _ ___ 'All Other Building Systems ; ' 0.02 Building Height 27 ft TTable 1617.4.2 Cu = 1.2 Approximate Fundamental Period Ta = Ct*hn^3/4 = 0.28: sec Rigid Bldg Site Class A B C __ _ - Cs =SDS/(R/I) _ 0.1103. 0.1379 Max Cs =SDI/(R/I)T = 0.0164 Min Cs = 0.044SDS*I = 0.0291 0.0205 D __ 0.1655 0.1393 0.0349 0.0326 0.0364 0.0437 0.0368 9/11 /2006 Page 3 . ~ • Design Intelligence, LLC PREMIER PRODUCTS REMODEL 9/11/2006 1037 Erikson Dr. REXBURG, IDAHO ~Cxuui iuaiw oo~+~+u Design Seismic Response Coefficient ~ _ ~ - Site Class ~ - - - } ' A B _ - , C D, -- _-- Cs = ~ 0.0291 - _ __ _ _ _ I __ __ . 0.0364 ' 0.0437 0.0368 _ _ ___ -- - -- 1617.4.1 E uiv Lateral Forc q e Method ' V = CsW = - .0368 W _ - ---- -- - 1617.5.1 Simplified Approach V = 1.2*(SDS/R)*W = - rt 0.16714;W - -__ - - _ --'- -- Determine Met -- hod.. of Seismic Analysis __ _- - 1-- -- - __ Light Framing Construction Criteria - 2308.2.1 Building stories 2 __ _ __ stories ',YES ~ 2308.2.2 Bearing wall floor to floor height 9 ft ,YES 2308.2.3.1 Average DL 15 psf - _ -_ - YES 2308.2.3.2 Floor Live Loads 40 psf _ ,YES 2308.2.3.3 Ground Snow Load 47 psf YES 2308.2.4 Wind speed ' 90 mph YES 2308.2.5 Truss Span- 0 ft 'YES im i - p fled Analysis-Requirements • - -- _ - ~- I 1. Does Building meet light frame construction criteria ? _ YES __ _ - 2. Is building of any other construction with flexible diaphragms at I every level as defined in section 1602 ? YES _ - _. _ _ Building may use Simplified Analysis Method Page 4 Design Intelligence, LLC 1037 Erikson Dr. PREMIER PRODUCTS REMODEL • REXBURG, IDAHO r~cnuuiy, iuaiiu oJ~+~+u Type _ ' Fb psi Fv psi E psi - _- !_ STEEL 24000 1 4400' 29000000 ~__ _ . LVL _ 2600', 285 --1900000T- - - - _ , __ LSL 1700 400 1300000. r PARALM 2900 290. 2000000 - _ _- -_ -__ _ - GLB 2400', 190. 1800000'. __ _ DF _ 1300 95 1900000: _ -- ~ ._ -- - _ , Beam 1 Floor Carrier - Type Fb psi Fv psi E psi -_ _. -, GLB 2400 190 1800000 - __ . - Span = 20 ft __ Tributary Area = 22 ft __ Loads Point Load = 0 Ibs Snow 0 psf Uniform Load = - 0 Ibs/ft _~ Live Load 50 psf 1100 Ibs/ft Dead Load 35 psf 770 Ibs/ft a - _.- _- - Moment Live Load Moment = 55000 Ib-ft = 660000 Ib-in Dead Load Moment = 38500 Ib-ft = 462000' Ib-in Section Modulus Required = 467.50, in3 - _ _ Section Width = 6.75 in. Section Depth = 22.5 in. - - ----- Section Modulus Provided = 569.5 in3 - __ -_ OK - _ . Moment of Ineritia Provided = 6407.2 in4 Deflection - --t __ -_ Live Load = 0.34 in. L/360 0.67 in. OK Dead Load = 0.24 in. ~ ' Total = 0.58 in. L/240 1 in. OK Horizontal Shear - __ fv = - 185 psi OK - _ __ FV = 190 psi :AllowableReaction = 18700 Ibs -- --__ - __ _ ___ '..Use 6.75 X 22.5 GLB 9/11 /2006 Page 5 . • Design Intelligence, LLC PREMIER PRODUCTS REMODEL 1037 Erikson Dr. REXBURG, IDAHO Kexourg, Idaho 53440 Type__ Fb psi Fv psi ~E psi_ ~ _ STEEL _ 24000. 14400 _ ~ __ 290000001 --- LVL - - 2.600 285 i 1900000 I - - -- -- --- _ _._ LSL 1700'. 400'. 1300000'' PARALM 2900 290 2000000 - -- ___ GLB 2400 1901 1800000 , DF 1300 95,. 1900000 Beam 2 Floor Carrier - __ Type Fb psi Fv psi E psi GLB 2400 190 1800000 Span = 15 'ft _ _ - __ - __ Tributary Area = 22 ft Loads ,Point Load = - ___. 0 tbs Snow 0 psf ~, ,Uniform Load = 0 Ibs/ft -- - Live Load 50 psf ~ 1100 Ibs/ft _ Dead Load 35 psf ; 770 Ibs/ft Moment _ - _ __ __ . !. __ Live Load Moment = 30938': Ib-ft _ 371250 Ib-in Dead Load Moment = 21656, Ib-ft _ 259875 Ib-in __ Section Modulus Required _ 262.97 in3 __ Section Width - 6.75 ' - in. Section Depth = .16.5 in Section Modulus Provided = 306.3 in3 OK Moment of Ineritia Provided = 2526.8 in4 __ Deflection Live Load = 0.28 in. ' L/360 0.50 in. OK Dead Load = 0.19 j in. __ Total = 0.47 ; in. L/240 0.75 in. OK Horizontal Shear L~ _ 189 ....psi ', OK FV = 190 psi Allowable Reaction = - __ 14025 Ibs Use 6.75 ~ X 16.5 GLB 9/11 /2006 Page 6 ATTN: Stephen Zollinger RE: Premier Performance Remodel Pursuant to our conversation we have 27 employees with 32 available parking spaces. We would like to be able to continue with our operation at the current levels until such time that we expand our facilities again. At that time we will submit an overall site plan consistent with requirements at that time. Thank you for your consideration in this matter. ;re , Valora President ier Performance Products Permit #06 00400 Premier :Performance OCT 2 6 2006 GfTY (?~ RFXBt1R~ ~.,,, ~~ ~~~~~~~~~~ 278 East Dividend Dr. 88g-4Q'~-3886 Rexburg, ID 83440 V f~// ` V V V Phone: 208-356-0106 WWW.premlerperfOrmariCelnC.COm Fax: 208-359-1414 MEMORANDUM TO CITY STAFF Date: October 26, 2006 From: Stephen Zollinger, City Attorney~~' ~ lJ To: P & Z personnel and Building Department personnel Re: Interim allowances for construction within the City Pursuant to discussions that took place over the course ofthe past several P&Z meetings, and within the office over the past several weeks, the following matters should be handled consistent with the anticipated adjustments to Ordinance 926. l . Properties located directly to the East of the Walker Addition 2, which are currently zoned MDR should be processed for building and zoning purposes as if they were within the same zone as the rest of the Walker Addition 2. 2. Premier Performance Products remodeling project should be processed for building and zoning purposes based upon the actual number of employees and parking stalls, and not the spaces per square foot ratio. These actions are based upon the intended modifications that have been supported or recommended over the past several discussions. ~ ~j~~`;~# • • Second Floor Joist ~'d r-I ""`~_'~`~h~~/~`ue`A`~""~' TJ-Beam 6.20 Serial Number: 7003007413 14" TJI® 360 12" o/c ~ Paget En'gneOVersion:~6. Ory16 TH IS PRODUCT MEETS OR EXCEEDS THE SET DESIGN gyp' CONTROLS FOR THE APPLICATION AND LOADS LISTED ~ b 0 ~' '~ ~ } 23• A Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. ~ Primary Load Group -Office Bldgs - Offices (psf): 50.0 Live at 100 % duration, 15.0 Dead, 20.0 Partition ~ ~ SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 575 / 403 / 0 / 977 A3: Rim Board 1 Ply 1 1 /4" x 14" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.25" 575 / 403 / 0 / 977 A3: Rim Board 1 Ply 1 1/4" x 14" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1000 1000 1955 Passed (51 %) Rt. end Span 1 under Concentrated loading Vertical Reaction (Ibs) 995 995 1202 Passed (83%) Bearing 2 under Concentrated loading Moment (Ft-Lbs) 5419 5419 7335 Passed (74%) MID Span 1 under Floor loading Live Load Defl (in) 0.469 0.565 Passed (0578) MID Span 1 under Floor loading Total Load Defl (in) 0.797 1.129 Passed (0340) MID Span 1 under Floor loading TJPro 37 30 Passed Span1 O 0 o° -Deflection Criteria: STANDARD(LL:U480,TL:L/240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling -None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.19 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Premier Performance Rexburg, Remodel OPERATOR INFORMATION: Scott Spaulding Design Intelligence, LLC 1037 Erikson Drive Rexburg, ID 83440 Phone :208-359-1461 Fax :208-359-0740 designintel@msn.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI~ and TJ-Beam° are registered trademarks of Trus Joist. e-I ,joist"', Pro"" and TJ-Pro"" are trademarks of Trus Joist. t'~°/° Second Floor Joist • ~~~ -.~r~ " :'~e''"h~n~°` 1``u`"`~ 14" TJ I® 360 12" o/c TJ-Bearr~ 6.20 Serial Number: 7003007413 Q~ User: 2 9/11 /2006 9:27:18 AM Paget Engine Version: 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 22' 7.00" Max. Vertical Reaction Total (lbs) 977 977 Max. Vertical Reaction Live (lbs) 575 575 Selected Bearing Length (in} 2.25 (W) 2.25 (W) Max. Unbraced Length (in) 46 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 392 -392 Max Shear at Support (lbs) 395 -395 Member Reaction (lbs) 395 395 Support Reaction (lbs) 403 403 Moment (Ft-Lbs) 2231 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs} 953 -953 Max Shear at Support (lbs) 960 -960 Member Reaction (lbs) 960 960 Support Reaction (lbs) 977 977 Moment (Ft-Lbs) 5419 Live Deflection (in) 0.469 Total Deflection (in) 0-797 PROJECT INFORMATION: Premier Performance Rexburg, Remodel OPERATOR INFORMATION: Scott Spaulding Design Intelligence, LLC 1037 Erikson Drive Rexburg, ID 83440 Phone :208-359-1461 Fax :208-359-0740 designintel@msn.com Copyright `-' x005 by Trus Joist, a Weyerhaeuser Business TJI~ and T;7 -eeamJ are registered trademarks of Trus Joist. e-I Joist'",Pro"" and TJ-Pro'" are trademarks of Trus Joist. Design Intelligence, LLC 1037 Erikson Dr. Rexbur ,Idaho 83440 • PREMIER PRODUCTS REMODEL REXBURG, IDAHO Type Fb psi ! Fv psi ~ psi STEEL __ 24000, _ _ 2 14400 9000000 ___ _ LVL __ 2600 285 1900000 LSL 1700 _ 400', 1300000 PARALM 2900 - - 290 ~ -- 2000000 GLB _ 2400 190 1800000' DF 1300 __ 95 _ __ 1900000' Beam 3 _ Floor Carrier _; _ Type Fb psi Fv _- - psi ', E _ psi GLB 2400 190 1800000 Span = '_ _ 20 ft _ Tributary Area = - 13 ft _ -- Loads Point Load = -- --; - Snow 0 psf Uniform Load = -__ _ Live Load 50 psf '; _ - - ._ _ Dead Load 35 psf Moment _. , __ __,_ Live Load Moment = 3250011b-ft = -- - - +- - Dead Load Moment = 22750 Ib-ft = 9/11 /2006 06 00400 Premier Performance Remodel 390000Ib-in ___ __. 273000 Ib-in Section Modulus Required = 276.25 in3 __ _,. Section Width = 6.75 in. Section Depth = 16.5 in. Section Modulus Provided = ~' 306.3 in3 __ _ Moment of Ineritia Provided = 2526.8 in4 __: '...Deflection _ ~ Live Load = 0.51 in. L/360 0.67 --- _ Dead Load = 0.36 in. Total = 0.87 ~ in. L/240 1 Horizontal Shear _ __ fv = 149 psi OK FV = 190 psi Allowable Reaction = ;,Use 6.75 X Page 7 'Design Intelligence, LLC ~ PREMIER PRODUCTS REMODEL • 9/11/2006 ' 1037 Erikson Dr. REXBURG, IDAHO RCx UUII_J., IudIIU 0344V Type Fb psi _ +v-psi E psi Y - -_ _ _ _ _ _ -- ~ STEEL i 24000 14400' 29000000 LVL 26001 , 285' 1900000 I 1700' LSL I 400` 1300000 I PARALM ~ 2900 290; 2000000 ~ ~ - GLB 2400 - ~ _ 190 1800000 ~ - _ - ~ -- - DF 1300 95 1900000 ~ ~ , ~ Beam 4 iFloor Carrier - - - _ ! _ _-_ ~~~ _ - . ---_ - TYpe Fb psi ; Fv psi _ E psi GLB 2400 490 1800000 ~~ .Span = _ 16 ft -- L Tributa Area = 13 ft ~ -_ ~ __ Loads ~' _ Point Load = ~- - - 0 Ibs -__ -; ~~ - Snow 0 psf Uniform Load = ---- OIbs/ft Live Load 50 sf f? 650 ~ Ibs/ft __ Dead Load,. 35 psf - __ _ __ _'. __ 455 ~ Ibs/ft __ Moment _, - I ~-__- '; __ -Live Load Moment = 20800' Ib-ft = 249600' Ib-in - __ Dead Load Moment = ' 14560 Ib-ft = 174720, Ib-in __ I __ ! _ __ -l- ~___ Section Mo dulus Required _ 176.80 in3 - Section Width = 6.75 in. - Section Depth = 13.5 in. __--- - - - _ ,- - - Section Modulus Provided = 205.0 in3 WOK Moment of Ineritia Provided = 1384.0 - in4 Deflection:. Live Load = 0.38 in. L/360 0.53 in. ~OK ~ Dead Load = 0.27 ' in. ' Total- 0.65 in. - _ _~ L/240 0.8 ' in. ~ OK ~ __ ; Horizontal Shear fv = _ 146 psi _ OK - FV = 190 psi ',Allowable Reaction = ,_ 8840'Ibs - Use - _ 6.75 X 13 __ __ .5 GLB Page 8 Design Intelligence, LLC • PREMIER PRODUCTS REMODEL • 1037 Erikson Dr. REXBURG, IDAHO r~Cxuuiy, iuanu oo44u ~ yNG ru Nai rv psi ~ psi QTFFI 7dnnn 1 ddnn '~annfl(lnn LVL 2600 285 1900000 LSL 1700' 400 1300000 _ __ I _, PARALM ~ 2900 290 2000000 __ _ _ _. GLB _ 2400:.. 190 1800000 _ DF 1300' 95 1900000 -- _ Beam 5 Floor Carrier -Edge Beam ', _. Type Fb psi... ' Fv psi E psi _ ~ - - GLB 2400 190 1800000 - - Span = 21 ft _ _ -- Tributary Area = 5 ft _ _ ._ __ Loads Point Load = 0 Ibs Snow 0 psf __ Uniform Load = 0 Ibs/ft Live Load 50 psf _ i; ', - 250 Ibs/ft Dead Load 35 sf p -- __ _ _____. _ __ _ , 175 Ibs/ft Moment Live Load Moment = 13781 Ib-ft = 165375' Ib-in Dead Load Moment = 9647' Ib-ft _ _ _. = ' 115763 Ib-in Section Modulus Required _ 117.14' in3 _ - - _ Section Width = 6.75 in. Section Depth = 13.5 in. - __ -, __ Section Modulus Provided = 205.0 in3 ~ OK Moment of Ineritia Provided = 1384.0 ~ ' in4 _ IDeflection ~ Live Load = 0.44 in. L/360 ' 0.70 ' in. OK Dead Load = 0.31 in. _ , Total = 0.75 in. L/240 ' 1.05 in. OK Horizontal Shear fv = 73 '.psi OK - FV = 190 .psi AI-owable ,Reaction = 4462.5 Ibs Use 6.75 X 13.5 GLB 9/11 /2006 Page 9 'Design Intelligence, LLC 1037 Erikson Dr. Rexb - PREMIER PRODUCTS REMODEL REXBURG, IDAHO 9/11 /2006 JI , IUdIN OJ~F'fV Foundation Design i ~ _ _ ___ - - _ _______ - - - I , -- _ __ ~_ Allowable Bearin Ca acit 9 p Y _ 2000 sf p ;Max Roof S an = p ____ 0 ft ',Max Floor Span = 27 ft - _ Snow Load - 35 psf _ _ Wall Height = __ 9 ft Floor Live Load 40 psf Stem Wall Height = 0.5 ft Wall Dead Load 15 psf - 'Stem Wall Width = _ 6 in. _ ____ Roof Dead Load 15 psf Brick Dead Load _- 0 psf Floor Dead Load 15 psf Footing ,_ Proposed Footing Roof Loads 0 Ibs/ft Width 12 in Floor Loads - 742.5,] Ibs/ft __--- Depth 6 in Wall Load 1351 Ibs/ft ' Stem WaII Load 37.5~Ibs/ft L. : Footing Load 75 I, Ibs/ft _ _ _ ,Total I _ 990'~Ibs/ft __ --- - _ Bearing Pressure= 990 psf ~ OK _ ~_ - ,Reinforcing Require ___ ments _ _ --- .,Min Reinforcing Factors _ _ _ _ _ ~_ - . __ Footing . 0.002 _ __ 'Stem Wall I Vertical 0.0012,:.._. ___ __ !~ Horizontal j i, 0.002; ;_ _ Reinforcing Bar #4 0.2 in"in Exterior Bearing Walls - F1 Continuous Reinforcing Count 1 bars Stem Wall. _ __ _ ;_ _ __ Continuous Reinforcing Count ', 0' bars Vertical -Reinforcing Spacing- - 18 in. Page 10 ' ~ ~ Design Intelligence, LLC ~ PREMIER PRODUCTS REMODEL • 9/11/2006 1037 Erikson Drive REXBURG, IDAHO Kexburg, Idaho 83440 ~, Steel Reinforcin - -9 (fY)__ 60000 psi -- Footing - F1 Description (Vertical Moment Loads 32725 Ibs 0 ft-Ibs - --- L =Length 5.5 ft Soil Wt 110 pcf B =Width 5.5 ft __ __ 'Thickness 1 ft _ - --- ---__ Soil Depth 2 ft i Weight _ 11192.5 Ibs _ - - ___ ~; V _ 4 43917.5 Ibs e = MN 0.0000 Amax = V/BL(1+6e/L) = 1452. psf _ _ --- - - Qmin = V/BL(1-6e/L) = 1452 psf __ __ i__ _ Reinforcing for Long Direction i ___ __ ,Use 5.5 ft. Wide X 12 lin. Deep Footing ~_ Calculated Minimum Reinforcing = I ___ 1.584' in"in - ---- Rebar Size = i#4 Area = ~ - 02' in*in Use 8 #4 _ _ _. 8.57 in O.C. Reinforcing for Short Direction ___ __ :Use 5.5 ft. Wide X 12 ' in. Deep Footing Calculated Minimum Reinforcing = __ ___ 1.584 in'`in Rebar Size = '#4 Area = 0.2 in*in __ Use 8 #4 __ __ ; _ __ 8.57' in. O.C. ___ Page 11 ' • Design Intelligence, LLC 1037 Erikson Drive PREMIER PRODUCTS REMODEL • REXBURG, IDAHO 9/ 11 /2006 Kexbur ,Nano X33440 Spread Footing Design Values ' _ ---- -- __ ._ i _--- -._ _ __ _ __ ~Allowable Soil Bearing Pressure = _ r------ __. - _ _.._. - __-.. --1 _ _ -- _ _ t-_ --._.-_ - 1.500 psf fMin Reinforcing Factor = ~ 0.002 Concrete Strength @ 28 days J _ - __ _ ___ 2500 psi --- Steel Reinforcing (fy) _ ` 60000 psi g ; __ Footin - F2 __ _ _ _ _ _ - _ _ Description Vertical __ Moment _ _ i Loads 19890 Ibs __ 0 ft-Ibs L =Length 4.25 ft _ Soil Wt __ ___ _ 110 pcf B =Width 4.25 ft iThickness 1 ft _ _ _ ~ Soil Depth 2 ft - -- _ Weight , _ _ _ 6683.125 Ibs ~V = 26573.13 Ibs __ _ _ _ e = MN r _ _ _ 0.0000 Qmax = V/BL(1+6e/L) = 1471 psf - - Qmin = V/BL(1-6e/L) = 1471 - __ _ _ ',psf Reinforcing for Long Direction Use 4.25 ft. Wide X i 12 in. Deep Footing _ - 'Calculated Minimum Reinforcing = ,_ _ _ _ ___ 1.224' in*in _ - _ - _ _ _ 'Rebar Size = #4 Area = 0.2 ~~ in'`in Use 7 #4 7.50'in O.C. Reinforcing for Short Direction Use 4.25 ft. Wide X 12 in. Deep Footing -i ', ',Calculated Minimum Reinforcing = _ _ 1.224 in*in Rebar Size = #4 Area = _ _ ,. _ _ _ 0.2' in*in 'Use 7 #4 _ _ __ _ 7.50. in. O.C. _ Page 12 ' • Design Intelligence, LLC ~ PREMIER PRODUCTS REMODEL ~ 9/11/2006 ' 1037 Erikson Drive REXBURG, IDAHO r~exuury, iUano Z3344U Spread Footing Design Values - - _ _ Allowable Soil Bearing Pressure = _ __ 1500 psf Min Reinforcing Factor = 4 0.002 ___ :Concrete Strength @ 28 days - _ - i __ I 2500 psi - _ _ - __ Steel Reinforcing (fy) = - 60000 psi Footing - F3 _ _ __ Description Vertical ;Moment _ _ Loads 4462.5 Ibs __ _. 0 ft-Ibs __ L =Length 2 ft !Soil Wt __ 110 pcf B =Width 2 ft Thickness 1 ft _ __ Soil Depth 2 ft Weight 1480 Ibs - _ -- V = 5942.5 Ibs __ _ :_ - _ e = M/V 0.0000 __ --__ Qmax = V/BL(1+6e/L) _ 1486 - _ _: psf _ _ _ Omin = V/BL(1-6e/L) = 1486 __ _ psf Reinforcing for Long Direction _ _ ,. .Use 2 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcing = 0.576 in*in Rebar Size = #4 Area - _ _ __ ` 0.2 in*in Use 3 #4 - 9.00 in O.C. Reinforcing for Short Direction Use 2 ft. Wide X 12 in. Deep Footing Calculated Minimum Reinforcing = 0.576 in*in Rebar Size = #4 Area = 0.2' in*in Use 3 #4 9.00 in. O.C. Page 13 ., • design Intelligence, LLC ` 1037 Erikson Dr. PREMIER PRODUCTS REMODEL REXBURG, IDAHO 9/11 /2006 rcexpurg, iaano tt344U Wind Force = ' ~, 2750 Jbs . __ Shear Wall Length _ 93 ft __ _-__-- __ t _ __ Shear/ft in Wall @ Mid Height 30 Ibs/ft _. _ _. _. Provide 1/2" APA rated sheathing with 8d nails at 4" o.c. @ panel edges and 12" o.c. in the field. Blocking is required at all panel egdes. i _, -- - __ __ __ .__ -'F--_ S21S1711C /~tla~ySlS Seismic Multiplier = 0..167 ~ _ , _ __ WidthLength Load 'Weight Floor Load (DL+1/2LL) 50 65 50 162500~Ibs __ .__._ __ '(includes snow) Long Wall Length 65 ft Short Wall Length. _ 30 ft ;Height Length ,Load Weight __ Wall Dead Load '; 10 190 15 14250;Ibs Seismic Force @ Mid Height of Wall 29517! Ibs __ Shear Wall Length 93 ft Shear per ft in Wall @ Mid Height 317' Ibs/ft OK Provide 112" APA rated sheathing with 8d nails at 4" o.c. @ panel edges and 12" o.c. in the field. Blocking is required. Page 14