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HomeMy WebLinkAboutAPPLICATIONS, CO, BP - 05-00480 - Pinnacle Security - RemodelZ ~ " " O 2 v ° 3~,~-~ m O ~ w ~ 0~ N ~ cD ,.~, .~. 3 o y ~ Z m ~ ` -i m '~ n i N ~ ~ c ~, ~ a~ y~y -~ 2 r11 ~ 0 0 ~ ~ ~ ~ ~ F- m c ~ °,ar: y C7 O rn o ~~~ : z Z z "'~ Q x y -~ N .~ c~ 3 " - i v v ~ rt_ ; ~ D, ~ c ~og~~~ n C .~~N n m a Q 3 ~'a '~ ~ -~ ~ m ~ o ~ Z ~ m . M~ ~QO m _ ~~~ o o ~ c w 3~ v n ~ ~D d O Q ~ _~ ~ m ~ o C / . ~ ~ ~D ~ ~ ~ _ m c~~ ~a ~ "' O ~ ~ H y~ ~c~ ° ~ N ~ ~ < m a~F. p Z a~ °' ~ 0 0 9 ~ Q- ~ y ~ g ~ fA '+. 3 ~ N d N ~ n ~ ~ m C (/~ ~ •~- W ^f ~ ~ C ~- ' c m ~ p ~ ~ ~ . + ~ • s ~. n ~ 7 ? ~ ° ~ _ ~ ~ ~ o ~ o ~, is ~ ~ o C ~ 0o cn C fR ~3°~ ~ d .+~ ~ Q- d ~ ~ ~ ~' <D ~ ~ W ~ r y ~o~_ o ' N ~ ~ ~ ~ O 3 0 3 -" ~ O m y Q 0 ,r. tC W o ~ ~~~ rt ~ g a~ Z a o ~~~ -~ v Z ~ ~ ~, ~~ 2 ~ ~ ~ ~~ ° m x 11 0 f ~ C y cn ~. ~. o 3 ~ m ~ n is ~ .~ W o ~ ~ ~ -~ ce ~ ~ C = eD ~ 0 0 ~ ~ - N p ~ ~ ~ m .. ~ -~ '~' . N d C o ~ m a o m ~ Q. r+ <D ~~ " m fA ~ 'O .~ O ~ ' w n o ~ O /~. 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Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 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: 05 00480 International Building Code 2003 51S1stE Pinnacle Security Remodel Type V, 1 Hour 401 No ~~ r~ ~,~-~-I~~o~ ~~'"~, quo Chappell Jared 50 College Ave Rexburg, ID 83440 Doug Purser Business, professional or service, restaurants less than 50 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 was inspected on the date listed vies found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy vies classified. Date C.O. Issued: December 13, 6 (03:45PM) C.O Issued b Y Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Water Department: ~ °t~~ ~° ""`'"~'°Y~ Fire State of Idaho Electrical Department • prinnac.e September 20, 2007 Address Information RE: Extension of Temporary Occupancy for building located at o~o~ q~~ l puina~.~ 51 ~ 1st Esst ~, Idsho ~914Q . F~t~-SOS - ~tBD Dear: On L ~ 3 D~ Pinnacle Security, LLC obtained a Temporary Occupancy Permit from t e ty of Rexburg. Such Temporary Occupancy permit will expire on l 3 d~'07. While we have in good faith attempted to meet all the requirements necessary to be granted Permanent Occupancy, some external issues have arisen causing us to ask for an extension of our Temporary Occupancy with the city of Rexburg. In our bank covenants we are under mandatory restrictions that limit the amount of money we can spend on capital expenditures each year. Due to unforeseen circumstances we have reached our allowed limit for 2007, and we are prohibited from spending more funds on capital expenditures, in this case landscaping. Because we have reached our allocated limit on amounts we can spend on capital expenditures we have no other option but to postpone the landscaping on the exterior of the building unti12008. We have already contracted with Merril Landscaping to come in and finish the landscaping, and they have given us a launch date of April 10, 2008, as the date they will begin such process. As mentioned, it was our good faith intent to have the landscaping project completed within the requisite time frame, but due to delays by the landscape company, and the financial restrictions placed upon us, we have not been able to comply. To that end, we ask that we may be granted an extension of our temporary occupancy unti12008, when we will be able to complete the landscape project. Pinnacle appreciates your attention to this matter, and looks forward to a continued wonderful relationship with the City of Rexburg. Should you have any questions or concerns, feel free to contact me at my contact information noted below. I appreciate your cooperation and look forward to your response. Sincerely, --~'" ~,/ °''~«r 20~, ~-355 -°r~i4~( Josh Stoddard ,.-"' " ~-- c r 1( a- ~~ - 35 c- ~fti ~~ ~~~r``~~.~ fff e fir'` ~5andhill Raad Orem, Utah 84058 Phone:801.437.1OP0 Fax:801.437.103o www.pinnaclesecurity.net .. __ __.._ ~... _ ____.___w W a...... CITY OF REXB URG BUILDING PERMIT APPLICATION Please c• 19 E MAIN, REXBURG, ID. 83440 If the questi 208-359-3020 X322 PARCEL NUMBER:~~~C~~j~~~I ~ (We ..~~. Y~„v~u~ «~~, iur yuu~ SUBDIVISION: UNIT# BLOCK#_ (Addressing is based on the information -must be accurate) ~~ (~ ,,., e /1 /l ~'ck ~ ~ OWNER: ~ CONTACT PHONE # PROPERTY ADDRESS: ~ ~ ~ S LOT# ~~ PHONE #: Home ? 5~ Pjl~( Work (~ =~~i ~ ~?9~f`/ Cell (~j ~]<.~`] D(_ OWNER MAILING ADDRESS:.. (~ ~ CITY: STATE: l 1 ZIP:~~ EMAIL~~~~~~~ .Gad-`~AX_ ~ti~ q~ ~F~ APPLICANT: (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this APPLICANT INFORMATION: ADDRESS STATE PHONE #: Home ZIP EMAIL, Work Cell C I T ~~ ~ 5 ~ U~ - F ~~ nFr n ~ 2005 CONTRACTOR: ~ u ~,, - L:;~ MAILING ADDRESS: ~~' ~`'~ ~// CITY ~,C~ STATE.~j~ ZIP-~~ PHONE: Home# Work# Cell# ,~ j .3 ~ 3 "~j;' EMAIL ,~%~ FAX rI/~~4- T T nuw tiiatty vullumgs are Iocaiea on tnls property'1 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: ~ ,yh ,rn r~- ~!.~' .~ (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 correct and I sweaz that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building ~c~al may revoke a pe ~t on approval issue n er the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the appl c ion or on the paps onich the pern}j3`or ppro al was based. Pennit void if not started within 180 days. Permit void if work stops for 180 days. Owner/. DATE Do yo>~refer to be con~a~d by fax, email or phone? Circle One WARNING -BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!. Plan fees are non-refundable and are paid in full at the time of application beginning January 1.2005. City of Rezburg's Acceptance of the plan review fee does not constitute plan approval OS 00480 Pinniacle Security Remodel ~ ~ RE:XBL IR~ . ~ P .,. .- ~ ~ ~ , ~~ . ~ - Rj • E 5 ~ ~ ~ ~ ~,,, ,, . . AMERlCA5 FAM~.Y CQMMUNf1Y 19 E. Main (PO Box 280) Phone: 208-359-3020 x326 Rexburg, Idaho 83440 Fax: 208-359-3024 www.rexbura.org comdevCu~rexbura.ora Affidavit of Legal Interest State of Idaho County of Madison I, , Name Address City State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herin or as to the ownership of the property which is the subject of the application. Dated this day of 20 Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: 2 **Building Permit Fees are d time of application** **Building Permits are dyou check does not clear** ~~ Please complete the eire Application! If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS Permit# SUBDIVISION Dwelling Units: SETBACKS FRONT SIDE SIDE BACK Remodeling Your Building/Home (need Estimate) $~ ~ C~~C~ 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 Water Meter Quantity: **************** Water Meter Size• Required!!! PLUMBING ~.. Plumbing Contractor s Name: j-~.~~ ;~,c7/~ ~- Business Name: ~d ~~~ vcvl ~ `~ Address ~j j ~ ~ ,~~~,dcJ S~j City ~ ~t State `~ Zip Contact Phone: ~~- ~~ ^ ~~ ~ Business Phone: Email FIXTURE COUNT (including roughed fixtures Clothes Washing Machine Dishwasher Floor Drain Garbage Disposal Hot Tub/Spa ~_ Sinks (Lavatories, kitchens, bar, mop) Fax Sprinklers Tub/Showers - ,~~ Toilet/iJrinal Water Heater Water Softener Estimate $ (Commercial Only) l 2 ZS`~- nat of Licensed Contractor License number The City of Rexburg's permit fee schedule is the same as ~~~ c~ c~ ~~ ~ ~~ ~ ~ i (' I is ,il MAR ~ J 2006 ~~,, ~ ~ ' ~~ Dat by the State of Idaho Parcel Acres: 4 **Building Permit Fees are d time of application** **Building Permits are v ' ~f you check does not clear** 'Please complete the en ire Application! If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS Permit# SUBDIVISION Dwelling Units: SETBACKS SIDE SIDE BACK ~ I,, Remodeling Your Building/Home (need Estimate ~ ~~~5'1' ~/W~S~~ 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 Water Meter Quantity: Required!!! PLUMBING Plumbing Contractor's Name: Address Contact Phone: ( ) Email **************** Water Meter Size• Business Name: City Business F Fax ~ Clothes Washing Mac 'n Dishwasher Floor Drain Garbage Disposal Hot Tub/Spa Sinks (Lavatories, kitchens ar, mop) Plumbing Estimate ~~,~~ Required! Signature of Licensed Contractor The City of Rexburg's Acres: 'cense number Date fee schedule i the same as required by the State of Idaho Only) State Zip Sprinklers Tub/Showers Toilet/LTrinal Water Heater Water Softener 4 Please complete the enti~Application! If the question doe apply fill in NA for non applicable NAME PROPERTY ADDRESS Permit# SUBDIVISION Required!!! MECHANICAL Mechanical Contractor's Name: ~Yr~ 8~~,~ ~arc~ Business Name: ~c'~y~s5~i-~ ~i;~- Address City jZ~,r ~u,,~, State ~~~' ~a Zip ~5'~ yp Contact Phone: (o?o~.) ~/~ - ~ 7°7C7 Business Phone: ( ) 5~~. Email ~ !~ ; Lw ~ ~ G ~tr~ ~ ti i- ~ Fax ~ ~,. d~ C> Mechanical Estimate $ (Commercial/Multi Family Only) 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 Space Heater Unit Heater Furnace/Air Conditioner Combo ~ ~~ ~ ~~ L{; ~~ ~~i ~~~ r ~ ` Mr Heat Pump i MAR 1 5 2006 l~l= Incinerator ~~ ~ o Pool Heater ~y Heat (Circle all that apply) Gas Oil Coal Fireplac Electric Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. ~ ~.~~ ~ ~c Signature o icensed Contractor License number ate Required! The City of Rexburg's permit fee schedule is the same as required by the State of Idaho 5 ~. ~ ~ APPLICATION: "CONSTRUCTION PERMIT" -APPLICANT INFORMATION: BUSINESS NAME: CONSTRUCTION PERMIT #:_ PERMIT APPROVED: YES/ NO APPROVED BY: $50.00 FEE PAID: YES/NO OFFICE ADDRESS: city OFFICE PHONE NUMBER: CONTACT PERSON: State Zip CELL PHONE # ( ) -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: BUSINESS NAME WHERE WORK WILL BE DONE: DATES FOR WORK TO BE DONE: CONTACT PERSON: TO PHONE NUMBER: ( ) CELL # ( ) 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 ~~ GU/N~~ u/ ~s~~~,~t- -~ ~/vi~-~~- ~s,~~ /~-L ~ ih~ No.:SiJd~i7'if ~vnt.v~ ~v>cn i~ '!'~ ?@aw &por#a & ~i tom, I.tr1, att Idatw aCorpora#hw t~egraa~a(s~ ~~# y8~. . s~ emtti~ey a~ {'SKKJ Rksba f.i.~. as ldsho 13adted I.IsbBlt~r CamaaaY raa+e~ttaddts~ is Sl 81st E #tcacbarab il3 83r4D ~:st°~tc~~~ c-c3a~~~ 33{l E. ~'1 A I N .'~'i'REET P.fl. [3Qh 73Z ~EXBItkC:. tC~ $34~i1 (?III}3:itrtJ3?3 F:l'+- 1t). ~3fi~i)3~-935 t~E}, fcillaar~atg ds per, m iliadima i~ty, . I~ 1?liT: Trail t: ismag ~ a paint Sas Poet ~ ~'the'fS~4'' ar ivr a, lfiiutk a7 of tke tlriglasl Itenbarg Tas~Ba ~~ Cnawty, Edaho. ~ l+~" rice reeard~ pint thereat nail rwaciag #henee ~ 1$7.5 fee#; thea¢e Iyasth 8LS , !hence Eaat 1383 feet; thta>~ Saat>a iss ; slceaee w~# 338 f~eeh, snd #heace ivarth 82.3 ~f is the paint afheglaah~rg. Traci ~ A right of war fqr i~ress sad $ ara~ the htaiag drxerlhcx# ~rspertr la 7tesharg, I4tsuMsau Cauaty, Waha. CcrmuceuSlug ~ the Al!' carte of iet 3, Bitrck i7 of tt~ Lirlglaai ii~exbarg'fawtcslte, w ~' ,~c..#i~ reS;cart~d t~reoi', sett ranaia tlscuee 82,i feet: thence lYest #J I f #Ix~ ?iarth ills f to t6r of 6c~aalOg. ~ ~~- "fraeA 3; t3am~aeaeia; at a paint 15.5 feet Seatla of the iti lY txxaer of ist 3, Black z7 of the t)rigficai Resbarg Tu>rsslte, hisdr fit?', , ~ per' ~ t~rdtxi pMt #h~veaY artd t'utic tkeare i&3 feet; twee Saatk 8LS tee#; tl~aee '4Yes# it~4 f~#; tlenee IYart6 83,3 fact to tim pahN of #reginaing. 't't) HA't~ A~ Td #8(}Lb #!~ >~ ~, whh tip tmtat ~ a~sid iiesatea, hnira agd asslgna faaaare~ ,~ i~ Gna6er dace by coa++eaaal to ~d x~h ~e amid mss), 31tst (gam a na; awea{s) sn ~ of s>s~ pcsmise~ flea they as &ee fs~a ell lixsep~ YCar Taaa~. +was. realriatiauas, ~ a>~ rights of cvny, apparent cu r~#'record:. Atffi (she vsrill ws~ttt and r~fend the fnaarall law6dclaia~ ~ tai~~. Ita.s(ir~r stat,3 of Is~aha } Iraara.e ~: gta~tcs u ~r,# ~ t~iiar ~~ ~ ~ . soo i~ of A+ladimarr } _ _ tha tttisey srf t~abex , ZItUi. bafora tr#e, aN~r Pa~3ic is star] far saw stain, ~ appeaita~ai Jerry H. Itig6y laaawn ~ try to 6a iiss Ptai baFtit~ boa. amd A#ike 14ioKi#ila~r ktw~n is tae to ba #~ ~ry ared sedaaowledged iotate thai uaatt ~ a ~t of the 8c~r~i #af~ races tla~ faar~iag is ash Vic. iAT WPiY+7~S'UVH$R$OP, i lan+Ma h ~3' aa~'i'taced my aff>ciel neat gibe day aarri yrar in this cati~aic 1a~f#}rruen, V41LIr ~~~f~ + hit7TARY~ ' ir~ai: a ~P118L1C ~ * - ~ $zpirear: '~ ~'"""'"~ ~ N~Publ'sclarlli>sSlebdldsl#o ~i~~i t~ ~ F11!'Giaallig . ~ie4fl6,21e~1 ~~ > ~N~ • ~I ti CJ • Design Intelligence, LLC Engineering Calculations Summary Date: February 23, 2006 Subject: Pinnacle Security, Rexburg, Madison County, Idaho Customer: Pinnacle Security 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 2003 -Foundations designed for Max Brg Pressure of 1500 psf increased for depth Design Loads: Floor Live Load 50 psf plus 20 psf partition References: IBC 2003 Customer Drawings TrusJoist MacMillian Design Guides Summary: All beam sizes and footing sizes are noted on the drawings. 5 ~pNAL F~ 44~ ~~~~ ~ ~'q. Pc-~`~o Z 23 /a( These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. Designed B : co A Spaul , P.E. Checked By: Da Date: b De'sig~ Intelligence, LLC • PINNACLE SECUIRITY REMODEL ~ 2/23/2006 3685 W Hwy 33 REXBURG, IDAHO Rexburg. Idaho 83440 Design Parameters Snow Load: 35 psf Snow Loads Rise Run Reduction Use Roof Pitch 3 12 0.0 psf 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 Zon e Transverse Wall Roof Wall Roof < 5:12 12.8 -6.7 8.5 -4 5:12 17.8 -4.7 11.9 -2.6 > 5:12 14.4 9.9 11.5 7.9 Longitudinal 12.8 -6.7 8.5 -4 Vertical Loads Transverse End Zone Windward Leeward Interior Zon Windward e Leeward Winward Overhang End Zone Interior Zon e Roof Roof Roof Roof < 5:12 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 5:12 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 > 5:12 5.6 -8.8 4.8 -7.5 -5.1 -5.8 Longitudinal -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 Maximum Horizontal Wall Loads Transverse Zone 1E 4E 1 4 < 5:12 _ 9.8 -7.5 7.2 _ -5.8 5:12 12.1 -10.1 8.8 -7.5 > 5:12 1 0.7 -8.1 9.1 -6.8 _ Page 1 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 • PINNACLE SECUIRITY REMODEL • REXBURG, IDAHO Longitudinal 9.8 -7.5 7.2 -5.8 Component an d Cladding Design Wind Pressur es -Table 1609.6.2.1(2 ) Roof Zone Area < 5:12 5:12 > 5:12 1 10 10 -14.6 10 -13.3 13.3 -14.6 1 20 10 -14.2 10 -13 13 -13.8 1 50 10 -13.7 10 -12.5 12.5 -12.8 1 100 10 -13.3 10 -12.1 12.1 -12.1 2 10 10 -24.4 10 -28.2 13.3 -17 2 20 10 -21.8 10 -25.6 13 -16.3 2 50 10 -18.4 10 -22.1 12.5 -15.3 2 100 10 -15.8 10 -19.5 12.1 -14.6 3 10 10 -36.8 10 -28.2 13.3 -17 3 20 10 -30.5 10 -25.6 13 -16.3 3 50 10 -22.1 10 -22.1 12.5 -15.3 3 100 10 -15.8 10 -19.5 12.1 -14.6 Wall 4 10 14.6 -15.8 4 20 13.9 -15.1 4 50 13 -14.3 4 100 12.4 -13.6 5 10 14.6 -19.5 5 20 13.9 -18.2 5 50 13 -16.5 5 100 12.4 -15.1 Roof Overhang Component and Cladding Desi gn Wind Pressures -Ta ble 1609.6 .2.1(3) Zone Area < 5:12 5:12 > 5:12 2 10 -21 -27.2 -24.7 2 20 -20.6 -27.2 -24 2 50 -20.1 -27.2 -23 2 100 -19.8 -27.2 -22.2 3 10 -34.6 -45.7 -24.7 3 20 -27.1 -40.5 -24 3 50 -17.3 -33.6 -23 3 100 -10 -28.4 -22.2 1609.6.2.1(4) H eight and Exposure Adj ustment Co efficient = 1 2/23/2006 Page 2 . Design Intelligence, LLC 3685 W Hwy 33 Rexburg. Idaho 83440 PINNACLE SECUIRITY REMODEL REXBURG, IDAHO Seismic Reference Cod e -IBC 2003 Values for Ss, S1, Fa and Fv are taken from Code Control CD using Zip Code 1615.1.2.(1) Fa 1615.1.2(2) Fv 1615.1 Ss 1.235 g 1615.1 SI 0.646 g Fa Fv Site Class A -Hard Rock 0.8 0.8 Site Class B -Dense Soil or Soft Rock 1 1 Site Class C -Stiff Soil Site Class D -Soft Soil 1.2 1.7 1.01 1.59 Site Class A B C D 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 0.346256 0.43282 0.735794 0.688184 1616.2 Seismic Use Group 1616.3 Seismic Desig n Category Group I -Non-Essential Table 1616.3(1) D Table 1616.3(2) D Seismic Response Coefficient 1617.6 (Table 1617.6) Response Modif ication Factor R = 6 1616.2 (Table 1604.5) Occupancy Importance Factor I = 1 Basic Fundamental Period Ct Steel Moment Resisting Frame 0.035 Reinforced Concrete Moment Resisting Frame 0.03 All Other Building Systems 0.02 Building Height 27 ft Table 1617 .4.2 Cu = 1.2 Approximate Fundamental P eriod Ta = Ct"hn^3/4 = 0.28 sec Rigid Bldg Site Class A B C D Cs =SDS/(R/I) = 0.1103 0.1379 0.1655 0.1393 Max Cs =SDI/(R/I)T = 0.0164 0.0205 0.0349 0.0326 Min Cs = 0.044SDS*I = 0.0291 0.0364 0.0437 0.0368 Desi n Seismic Response Coefficient 2/23/2006 Page 3 Design Intelligence, LLC 3685 W Hwy 33 Rexburg. Idaho 83440 PINNACLE SECUIRITY REMODEL • REXBURG, IDAHO Site Class A B C D Cs = 0.0291 0.0364 0.0437 0.0368 1617.4.1 Equiv Lateral Force Method V = CsW = 0.0368 W 1617.5.1 Simplified Approach V = 1.2"`(SDS/R)*W = 0.16714 W Determine Method of Seismic Analysis Light Framing Construction Criteria 2308.2.1 Building stories 2 stories YES 2308.2.2 Bearing wall floor to floor heig ht 12 ft NO 2308.2.3.1 Average DL 15 psf YES 2308.2.3.2 Floor Live Loads 70 psf NO 2308.2.3.3 Ground Snow Load 50 _psf YES 2308.2.4 Wind speed 90 mph YES 2308.2.5 Truss Span 0 ft YES 1616.6.1 Simplified Analysis Requirements 1. Does Building meet light frame construction criteria ? NO 2. Is building of any other construction with flexible diaphragms at every level as defined in section 1602 ? YES Building ma use Simplified Anal sis Method 2/23/2006 Page 4 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 a PINNACLE SECUIRITY REMODEL REXBURG, IDAHO Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 1 Entry Hip Type Fb psi Fv psi E psi LVL 2600 285 1900000 Span = 18 ft Tributary Area = 6 ft Loads Point Load = 0 Ibs Snow 35 psf Uniform Load = 210 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 90 Ibs/ft Moment Live Load Moment = 8505 Ib-ft = 102060 Ib-in Dead Load Moment = 3645 Ib-ft = 43740 Ib-in Section Modulus Required = 56.08 in3 Section Width = 3.5 in. Section Depth = 11.875 in. Section Modulus Provided = 82.3 in3 OK Moment of Ineritia Provided = 488.4 in4 Deflection Live Load = 0.53 in. U360 0.60 in. OK Dead Load = 0.23 in. Total = 0.76 in. U240 0.9 in. OK Horizontal Shear fv = 97 psi OK FV = 327.75 psi Allowable Reaction = 2700 Ibs Use 3.5 X 11.875 LVL 2/23/2006 Page 1 Design Intelligence, LLC 3685 W Hwy 33 Rexburo. Idaho 83440 PINNACLE SECUIRITY REMODEL REXBURG, IDAHO Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 2 Entry Raft ers Type Fb psi Fv psi E psi DF 1300 95 1900000 Span = 12 ft Tributary Area = 2 ft Loads Point Load = 0 Ibs Snow 35 psf Uniform Load = 70 Ibs/ft Live Load 0 psf 0 Ibs/ft Dead Load 15 psf 30 Ibs/ft Moment Live Load Moment = 1260 Ib-ft = 15120 Ib-in Dead Load Moment = 540 Ib-ft = 6480 Ib-in Section Modulus Required = 16.62 in3 Section Width = 1.5 in. Section Depth = 11.25 in. Section Modulus Provided = 31.6 in3 OK Moment of Ineritia Provided = 178.0 in4 Deflection Live Load = 0.10 in. L/360 0.40 in. OK Dead Load = 0.04 in. Total = 0.14 in. L/240 0.6 in. OK Horizontal Shear fv = 53 psi OK FV = 109.25 psi Allowable Reaction = 600 Ibs Use 1.5 X 11.25 DF 2/23/2006 Page 2 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 PINNACLE SECUIRITY REMODEL REXBURG, IDAHO Type Fb psi Fv psi E psi STEEL 24000 14400 29000000 LVL 2600 285 1900000 LSL 1700 400 1300000 PARALM 2900 290 2000000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 3 Window H eaders Type Fb psi Fv psi E psi DF 1300 95 1900000 . ~ Span = 4 ft Tributary Area = 6 ft Loads Point Load = 0 Ibs Snow 0 psf Uniform Load = 0 Ibs/ft Live Load 50 psf 300 Ibs/ft Dead Load 35 psf (partition lo ad + dl) 210 Ibs/ft Moment Live Load Moment = 600 Ib-ft = 7200 Ib-in Dead Load Moment = 420 Ib-ft = 5040 Ib-in Section Modulus Required = 9.42 in3 Section Width = 3 _in. Section Depth = 5.5 in. Section Modulus Provided = 15.1 in3 OK Moment of Ineritia Provided = 41.6 in4 Deflection Live Load = 0.02 in. 0360 0.13 in. OK Dead Load = 0.02 in. Total = 0.04 in. L/240 0.2 in. OK Horizontal Shear fv = 93 psi OK FV = 95 psi Allowable Reaction = 1020 Ibs Use 3 X 5.5 DF 2/23/2006 Page 3 Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 PINNACLE SECUIRITY REMODEL • REXBURG, IDAHO 2/23/2006 Foundation Design -Exterior Entry Allowable Bearing Ca pacity 2000 psf Max Roof Span = 16 ft Max Floor Span = 0 ft Snow Load 35 psf Wall Height = g ft Floor Live Load 50 psf Stem Wall Height = 3 ft Wall Dead Load _ 15 psf Stem Wall Width = 8 in Roof Dead Load 15 psf . Brick Dead Load 0 psf Floor Dead Load 35 psf Exterior Bearing Walls - F1 Proposed Footing Roof Loads 400 Ibs/ft Width 12 in Floor Loads 0 Ibs/ft Depth 8 in Wall Load 135 Ibs/ft Stem Wall Load 300 Ibs/ft Footing Load 100 Ibs/ft Total 935 Ibs/ft Bearing Pr essure = 935 psf OK Reinforcing Requ irements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 Horizontal 0.002 Reinforcin g Bar #4 0.2 in"in Footing Continuous Reinforcing Count 1 bars Stem Wall Continuous Reinforcing Count 3 bars Vertical - Reinforcin Spacing 18 in. Page 1 ~~ ~~~a~ ~ Second Floor Joists over Game Room -A Weyer{~aeuser Ausinect TJ-Bearr~ 6.20 Serial Number: 7003007413 11 7/8" TJ I®110 @ 12" o/c User: 2 2/23/2006 2:22:38 PM Pagel Engine Version: 6.20.16 MEMBER IS INSUFFICIENT DUE TO 2000 Ibs CONCENTRATED LOADING Prod~t [r is Cptttat, 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) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 475 / 333 / 0 / 807 2 Stud wall 3.50" 2.25" 475 / 333 / 0 / 807 Detail Other A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 1000 1000 1560 Passed (64%) Vertical Reaction (Ibs) 995 995 1018 Passed (98%) Moment (Ft-Lbs) 3669 3669 3015 Failed (122%) Live Load Defl (in) 0.498 0.465 Failed (U448) Total Load Defl (in) 0.847 0.929 Passed (U263) TJPro 34 30 Passed Location Rt. end Span 1 under Concentrated loading Bearing 2 under Concentrated loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -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 0 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The product has not been analyzed for 2000 Ibs concentrated loading 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: 1.57 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: Pinnacle Security Remodel Rexburg, Idaho 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 trademazks of Trus Joist. ~ • Second Floor Joists over Game Room • ~~Xkye~ Business n t1 TJ-Beam 6.20 Serial Number: 7003007413 11 7/8 TJ I®110 @ 12 o/c User: 2 2/23/2006 2:22:38 PM Paget Engine Version: 6.20.16 MEMBER IS INSUFFICIENT DUE TO 2000 Ibs CONCENTRATED LOADING Load Group: Primary Load Group 18' 7.00" Max. Vertical Reaction Total (lbs) 807 g07 Max. Vertical Reaction Live (lbs) 475 475 Selected Bearing Length (in) 2.25 (W) 2.25 (W) Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 322 -322 Max Shear at Support (lbs) 325 -325 Member Reaction (lbs) 325 325 Support Reaction (lbs) 333 333 Moment (Ft-Lbs) 1511 Loading on all spans, LDF 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 783 -783 Max Shear at Support (lbs) 790 -790 Member Reaction (lbs) 790 790 Support Reaction (lbs) 807 807 Moment (Ft-Lbs) 3669 Live Deflection (in) 0.498 Total Deflection (in) 0.847 PROJECT INFORMATION: Pinnacle Security Remodel Rexburg, Idaho 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. ~~ ~ • Second Floor Joists over Game Room TJ-Beam® 6.20 Serial Nu~er: 7 03007413 `~ 11 7/8" TJ I® 23 ~~ User: 2 2/23/2006 2:22:59 PM 0 ~ ~ ~ O/C Pagel Engine Version: 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ~~ Pro~iccct traan is t1~. 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) Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 2.25" 475 / 333 / 0 / 807 2 Stud wall 3.50" 2.25" 475 / 333 / 0 / 807 Detail Other A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 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 1655 Passed (60%) Rt. end Span 1 under Concentrated loading Vertical Reaction (Ibs) 995 995 1157 Passed (86%) Bearing 2 under Concentrated loading Moment (Ft-Lbs) 3669 3669 4015 Passed (91%) MID Span 1 under Floor loading Live Load Defl (in) 0.404 0.465 Passed (U552) MID Span 1 under Floor loading Total Load Defl (in) 0.686 0.929 Passed (U325) MID Span 1 under Floor loading TJPro 39 30 Passed Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -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' 8" 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: 1.77 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 sofiware 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: OPERATOR INFORMATION: Pinnacle Security Remodel Scott Spaulding Rexburg, Idaho 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. ~Jlty~ ~ • Second Floor Joists over Game Room TJ-Beam 6.20 Serial Nu~003007413n~ 11 7/8" TJ I® 230 'I 2~~ O/C User: 2 2/23/2006 2:23:00 PM 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 18' 7.00" Max. Vertical Reaction Total (lbs) 807 807 Max. Vertical Reaction Live (lbs) 475 475 Selected Bearing Length (in) 2.25 (W) 2.25 (W) Max. Unbraced Length (in) 44 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 322 -322 Max Shear at Support (lbs) 325 -325 Member Reaction (lbs) 325 325 Support Reaction (lbs) 333 333 Moment (Ft-Lbs) 1511 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 783 -783 Max Shear at Support (lbs) 790 -790 Member Reaction (lbs) 790 790 Support Reaction (lbs) 807 807 Moment (Ft-Lbs) 3669 Live Deflection (in) 0.404 Total Deflection (in) 0.686 PROJECT INFORMATION: Pinnacle Security Remodel Rexburg,ldaho 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. ~~a~ • Second Floor Joists ~A Weyerhaeuser Business n TJ-eearr~ 6.20 Serial Number: 7003007413 11 7/8" TJ I®110 @ 16 O/C User: 2 2/23/2006 2:05:00 PM Pagel Engine Version: 6.20.16 MEMBER IS INSUFFICIENT DUE TO 2000 Ibs CONCENTRATED LOADING t}veral! [)imensr~ ~9' '' ~• b ~ _ b g• __~,~ Pro~€ecttr~rrt is Coptu~> 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" 232 / 161 / 0 / 394 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 551 / 282 / 0 / 834 63 None 3 Stud wall 3.50" 3.50" 551 / 282 / 0 / 834 63 None 4 Stud wall 3.50" 2.25" 232 / 161 / 0 / 394 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): A3: Rim Board,63 DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 1000 1000 1560 Passed (64%) Vertical Reaction (Ibs) 995 995 1018 Passed (98%) Moment (Ft-Lbs) -628 -628 3015 Passed (21 %) Live Load Defl (in) 0.018 0.195 Passed (U999+) Total Load Defl (in) 0.012 0.150 Passed (U999+) TJPro 65 30 Passed Location Rt. end Span 3 under Concentrated ALTERNATE span loading Bearing 4 under Concentrated loading Bearing 3 under Floor ADJACENT span loading MID Span 3 under Floor ALTERNATE span loading MID Span 2 under Floor ALTERNATE span loading Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -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 5' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The product has not been analyzed for 2000 Ibs concentrated loading -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor pertormance 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: 1.3 PROJECT INFORMATION: Pinnacle Security Remodel Rexburg, Idaho 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-Beamm are registered trademarks of Trus Joist. e-I Joist'", Pro"' and TJ-Pro° are trademarks of Trus Joist. ~~ Second Floor Joists TJ-Beam 6.20 Serial Nu ber~ 413 11 7/8 ~~ TJ I R ~~ User: 2 2/23/2006 2:05:01 PM O 110 @ 16 o/c Paget Engine Version: 6.20.16 MEMBER IS INSUFFICIENT DUE TO 2000 Ibs CONCENTRATED LOADING 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: Pinnacle Security Remodel Rexburg, Idaho 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 o 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. ~ • ®~ ~~~~~ • Second Floor Joists _AV'.'eyerhaeuserI3usinecs n R n TJ-Beam 6.20 Serial Number: 7003007413 11 7/8 TJ 10110 @ 16 O/C User: 2 2/23/2006 2:05:01 PM Page3 Engine Version: 6.20.16 MEMBER IS INSUFFICIENT DUE TO 2000 Ibs CONCENTRATED LOADING Load Group: Primary Load Group 7' 9.50" ~ 3' 0.00" ~ 7' 9.50" Max. Vertical Reaction Total (lbs) 394 834 834 394 Max. Vertical Reaction Live (lbs) 232 551 551 232 Selected Bearing Length (in) 2.25(W) 3.50(W) 3.50 (W) 2.25 (W) Max. Unbraced Length (in) 72 70 78 70 72 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 147 -191 59 -59 191 -147 Max Shear at Support (lbs) 151 -212 70 -70 212 -151 Member Reaction (lbs) 151 282 282 151 Support Reaction (lbs) 161 282 282 161 Moment (Ft-Lbs) 245 -237 -185 -237 245 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 358 -463 142 -142 463 -358 Max Shear at Support (lbs) 368 -515 170 -170 515 -368 Member Reaction (lbs) 368 685 685 368 Support Reaction (lbs) 391 685 685 391 Moment (Ft-Lbs) 596 -576 -449 -576 596 Live Deflection (in) 0.017 -0.007 0.017 Total Deflection (in) 0.029 -0.011 0.029 ALTERNATE span loading on odd # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 360 -461 59 -59 461 -360 Max Shear at Support (lbs) 370 -513 70 -70 513 -370 Member Reaction (lbs) 370 583 583 370 Support Reaction (lbs) 394 583 583 394 Moment (Ft-Lbs) 604 -558 -506 -558 604 Live Deflection (in) 0.018 -0.008 0.018 Total Deflection (in) 0.030 -0.012 0.030 ALTERNATE span loading on even # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 145 -193 142 -142 193 -145 Max Shear at Support (lbs) 149 -215 170 -170 215 -149 Member Reaction (lbs) 149 385 385 149 Support Reaction (lbs) 159 385 385 159 Moment (Ft-Lbs) 238 -256 -128 -256 238 Live Deflection (in) -0.001 0.001 -0.001 Total Deflection (in) 0.012 0.000 0.012 PROJECT INFORMATION: Pinnacle Security Remodel Rexburg,ldaho 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. • ~.~ ~! ~ , ~'.~/ ~ Second Floor Joists TJ-Beam 6.20 Serial Nu berms: 7070oha30074 3n~ 11 7/8" TJ I®110 @ 16" o/c User: 2 2/23/2006 2:05:01 PM Page4 Engine Version: 6.20.16 MEMBER IS INSUFFICIENT DUE TO 2000 Ibs CONCENTRATED LOADING ADJACENT span loading over support # 2, LDF = 1.00, 1.0 Dead + 1.0 Floor Shear at Support (lbs) 351 -469 273 -11 187 -152 Max Shear at Support (lbs) 361 -522 311 -29 208 -156 Member Reaction (lbs) 361 834 237 156 Support Reaction (lbs) 385 834 237 165 Moment (Ft-Lbs) 575 -628 -200 -204 260 Live Deflection (in) 0.016 -0.003 0.001 Total Deflection (in) 0.028 -0.008 0.013 ADJACENT span loading over support # 3, LDF = 1.00, 1.0 Dead + 1.0 Floor Shear at Support (lbs) 152 -187 11 -273 469 -351 Max Shear at Support (lbs) 156 -208 29 -311 522 -361 Member Reaction (lbs) 156 237 834 361 Support Reaction (lbs) 165 237 834 385 Moment (Ft-Lbs) 260 -204 -200 -628 575 Live Deflection (in) 0.001 -0.003 0.016 Total Deflection (in) 0.013 -0.008 0.028 PROJECT INFORMATION: Pinnacle Security Remodel Rexburg, Idaho 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-Beams are registered trademarks of Trus Joist. e-I Joist°,Pro° and TJ-Pro° are trademarks of Trus Joist. ~ • • ~~ ~~~'r~~ Second Floor Joists _AlXkt~erhaeiuer Busineu n n TJ-Bearr~ 6.20 Serial Number: 7003007413 11 7/8 TJ I® 230 @ 16 O/C User: 2 2/23/2006 2:09:04 PM Page 1 Engine Version: 6.20.16 CONTROLS FOR THE A PL CATION AND LOADS LIS ED III: ~;~~. u U~ IJ~ ~ lu ~ - 6 Vie- b ~ b ' ---0 Pro~ducl Ir~tn is C 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/UpliftlTotal 1 Stud wall 3.50" 2.25" 232 / 161 / 0 / 394 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 551 / 282 / 0 / 834 63 None 3 Stud wall 3.50" 3.50" 551 / 282 / 0 / 834 B3 None 4 Stud wall 3.50" 2.25" 232 / 161 / 0 / 394 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s): A3: Rim Board,63 DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 1000 1000 1655 Passed (60%) Vertical Reaction (Ibs) 995 995 1157 Passed (86%) Moment (Ft-Lbs) -628 -628 4015 Passed (16%) Live Load Defl (in) 0.015 0.195 Passed (U999+) Total Load Defl (in) 0.012 0.150 Passed (U999+) TJPro 66 30 Passed Location Rt. end Span 3 under Concentrated ALTERNATE span loading Bearing 4 under Concentrated loading Bearing 3 under Floor ADJACENT span loading MID Span 3 under Floor ALTERNATE span loading MID Span 2 under Floor ALTERNATE span loading Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -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 8' 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. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor pertormance 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: 1.45 PROJECT INFORMATION: Pinnacle Security Remodel Rexburg, Idaho 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 Trua Joist. ® "~ ~~ ~ • Second Floor Joists • _A~ye~ liusinecs n ~~ TJ-Bearr~6.20SerialNumber:7003007413 11 7/8 TJI®230 @ 16 O/C User: 2 2/23/2006 2:09:04 PM Paget Engine Version: 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 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: Pinnacle Security Remodel Rexburg, Idaho 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 TJIm and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist"', Pro'" and TJ-Pro'" are trademarks of Trus Joist. ~~ ~ • Second Floor Joists _ A ISusin¢s n R n ~+ TJ-Bearr~ 6.20 Serial Number: 7003007413 11 7/8 TJ 10 230 @ 16 ~'\r User: 2 2/23/2006 2:09:04 PM Page3 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 7' 9.50" ~ 3' 0.00" ~ 7' 9.50" Max. Vertical Reaction Total (lbs) 394 834 834 394 Max. Vertical Reaction Live (lbs) 232 551 551 ~ 232 Selected Bearing Length (in) 2.25 (W) 3.50(W) 3.50(W) 2.25 (W) Max. Unbraced Length (in) 108 106 115 106 108 Loading on all spans, LDF 0.90 1.0 Dead Shear at Support (lbs) 147 -191 59 -59 191 -147 Max Shear at Support (lbs) 151 -212 70 -70 212 -151 Member Reaction (lbs) 151 282 282 151 Support Reaction (lbs) 161 282 282 161 Moment (Ft-Lbs) 245 -237 -185 -237 245 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 358 -465 143 -143 465 -358 Max Shear at Support (lbs) 368 -515 170 -170 515 -368 Member Reaction (lbs) 368 685 685 368 Support Reaction (lbs) 391 685 685 391 Moment (Ft-Lbs) 596 -576 -449 -576 596 Live Deflection (in) 0.015 -0.006 0.015 Total Deflection (in) 0.026 -0.010 0.026 ALTERNATE span loading on odd # spans, LDF 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 360 -463 59 -59 463 -360 Max Shear at Support (lbs) 370 -513 70 -70 513 -370 Member Reaction (lbs) 370 583 583 370 Support Reaction (lbs) 394 583 583 394 Moment (Ft-Lbs) 604 -558 -506 -558 604 Live Deflection (in) 0.015 -0.007 0.015 Total Deflection (in) 0.026 -0.012 0.026 ALTERNATE span loading on even # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 145 -194 143 -143 194 -145 Max Shear at Support (lbs) 149 -215 170 -170 215 -149 Member Reaction (lbs) 149 385 385 149 Support Reaction (lbs) 159 385 385 159 Moment (Ft-Lbs) 238 -256 -128 -256 238 Live Deflection (in) -0.001 0.001 -0.001 Total Deflection (in) 0.010 0.000 0.010 PROJECT INFORMATION: Pinnacle Security Remodel Rexburg, Idaho 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. • ~ ~a~ Second Floor Joists -A~Xdeyerhaeuser Lkuiness TJ-Beam 6.20 Serial Number: 7003007413 t~ ~~ 11 7/8 TJ I® 230 @ 16 o/c User: 2 2/23/2006 2:09:05 PM Page4 Engine Version: 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 2, LDF = 1.00, 1.0 Dead + 1.0 Floor Shear at Support (lbs) 351 -471 275 -11 187 -152 Max Shear at Support (lbs) 361 -522 311 -29 208 -156 Member Reaction (lbs) 361 834 237 156 Support Reaction (lbs) 385 834 237 165 Moment (Ft-Lbs) 575 -628 -200 -204 260 Live Deflection (in) 0.014 -0.003 0.001 Total Deflection (in) 0.024 -0.007 0.011 ADJACENT span loading over support # 3, LDF 1.00, 1.0 Dead + 1.0 Floo r Shear at Support (lbs) 152 -187 11 -275 471 -351 Max Shear at Support (lbs) 156 -208 29 -311 522 -361 Member Reaction (lbs) 156 237 834 361 Support Reaction (lbs) 165 237 834 385 Moment (Ft-Lbs) 260 -204 -200 -628 575 Live Deflection (in) 0.001 -0.003 0.014 Total Deflection (in) 0.011 -0.007 0.024 PROJECT INFORMATION: Pinnacle Security Remodel Rexburg, Idaho 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-Beams are registered trademarks of Trus Joist. e-I Joist"', Pro'" and TJ-Pro'" are trademarks of Trus Joist. y Des gn , Intelli ence, LLC Structural Engin~ ing Call: (208) 359-1461 1037 Erikson Drive FAX.• (208) 359-0740 Rexburg, Idaho 83440 Date: March 13, 2006 To: Val Christensen City of Rexburg Building Department Subject: Pinnacle Security Comments Dear Sir: Comment Res onse 1. Total Occupant number for upstairs is greater The square footage of the business/remodeled than 99 therefore stairs must be 44" wide ... spaced is 5843 sf. All other areas are auxiliary to the business and in fact will be used little if at all. The occupant load based on this is 59. Using this occupant load the factor for stairs from Table 1005.1 of 0.3 the minimum width of the stairs is 17.7 inches or the minimum of 36" which is available. The stairs are not an "accessible" means of egress. 2. Provide details that identify how the Parapets are not required as the entire building is requirements of IBC Section 704.11 (Parapet more than 10 feet from any property line or traveled construction) will be met. way. The North side of the building is protected by a legal easement from the adjacent owner that is approximately 85 feet. 3. Two hour fire doors on plans must be self Will do closing. Show on plans. 4. Dead end hallways cannot exceed 20 feet See revised drawings of Main and Second Floors 5. Are footings required for new bearing walls? See attached calculations. 6. How is HVAC being handled? No changes to existing HVAC are planned. Each office will be heated with electric baseboard type heaters. 7. Fire Extinguishers See revised floor plans for location of 2AlOBC fire extinguishers. 8. Please provide details on Kitchen Area The "Kitchen Area" on the drawings is a break area and is now labeled as such. The only cooking appliances provided will be a microwave. 9. Manual Fire alarm system required ... 10. Swimming Pool details Please call if you have any further questions. Respectfully, Scott A Spaulding, .E. Design Intelligenc • Independent Alarm design company has been contracted to prepare required documents Data on the pool operations and chemicals will be provided by the owner. Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 • ~~„~ PINNACLE SECUIRI REMO REXBURG, ID 3/13/2006 Foundation Design -Exterior Entry Allowable Bearing Ca pacity 1500 psf Max Roof Span = 0 ft Max Floor Span = 30 ft Snow Load 35 psf Wall Height = 24 ft Floor Live Load 50 psf Stem Wall Height = 0 ft Wall Dead Load 15 psf Stem Wall Width = 8 in Roof Dead Load 15 psf . Brick Dead Load 0 psf Floor Dead Load 35 psf Exterior Bearing Walls - F1 Roof Loads 0 Ibs/ft Width 16 in Floor Loads W ll L d 1275 Ibs/ft Depth 8 in a oa 360 Ibs/ft Stem Wall Load 0 Ibs/ft Footing Load 133 Ibs/ft Total 1768 Ibs/ft Bearing Pr essure = 1326 psf OK Reinforcing Requ irements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 Horizontal 0.002 Reinforcin g Bar #4 0.2 in'`in Footing Continuous Reinforcing Count 1 bars Stem Wall Continuous Reinforcing Count 0 bars Vertical - Reinforcin Spacing 18 i n. Page 1